Steel corrosion-induced concrete cracking
Front Cover; Steel Corrosion-Induced Concrete Cracking; Copyright Page; Contents; Foreword; Preface; Acknowledgments; List of Figures; List of Tables; 1 Introduction; 1.1 Background; 1.2 Empirical Models; 1.2.1 Critical Steel Corrosion at Surface Cracking; 1.2.2 Crack Width at the Concrete Surface;...
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| Autor*in: |
Zhao, Yuxi [verfasserIn] Jin, Weiliang [verfasserIn] |
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| Format: |
E-Book |
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| Sprache: |
Englisch |
| Erschienen: |
Amsterdam Boston Heidelberg: Butterworth-Heinemann, an imprint of Elsevier ; 2016 © 2016 |
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| Schlagwörter: | |
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| Schlagwörter: |
TECHNOLOGY & ENGINEERING ; Engineering (General) |
| Formangabe: |
Electronic book Electronic books |
| Umfang: |
1 Online-Ressource (xxiv, 180 Seiten) ; Illustrationen, Diagramme |
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| Weitere Ausgabe: |
Erscheint auch als Druck-Ausgabe Zhao, Yuxi: Steel corrosion-induced concrete cracking - Amsterdam : Butterworth-Heinemann, an imprint of Elsevier, 2016 |
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| Links: | |
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| ISBN: |
0-12-809210-6 978-0-12-809210-1 |
| Katalog-ID: |
1685489516 |
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| 520 | |a Front Cover; Steel Corrosion-Induced Concrete Cracking; Copyright Page; Contents; Foreword; Preface; Acknowledgments; List of Figures; List of Tables; 1 Introduction; 1.1 Background; 1.2 Empirical Models; 1.2.1 Critical Steel Corrosion at Surface Cracking; 1.2.2 Crack Width at the Concrete Surface; 1.2.3 Discussion on the Empirical Models; 1.3 Analytical Models; 1.3.1 Three-Stage Corrosion-Induced Cracking Model; 1.3.2 Corrosion Products Filling Stage; 1.3.3 Concrete Cover Stressing and Cracking; 1.3.4 Rust Filling in Corrosion-Induced Cracks; 1.4 Contents of This Book; References. | ||
| 520 | |a 2 Steel Corrosion in Concrete2.1 Introduction; 2.2 Mechanisms of Steel Corrosion in Concrete; 2.2.1 Corrosion Process; 2.2.2 Corrosion Rate; 2.2.3 Passivation; 2.3 Steel Corrosion Induced by Carbonation or Chloride Attack; 2.3.1 Carbonation-Induced Corrosion; 2.3.2 Chloride-Induced Corrosion; 2.4 Corrosion Products; 2.5 Steel Corrosion-Induced Concrete Damage; 2.6 Conclusions; References; 3 The Expansion Coefficients and Modulus of Steel Corrosion Products; 3.1 Introduction; 3.2 Expansion Coefficient of Steel Corrosion Products; 3.2.1 Experimental Program; 3.2.2 Tested Results. | ||
| 520 | |a 3.2.2.1 X-Ray Diffraction3.2.2.2 Thermogravimetric Analysis; 3.2.2.3 Differential Thermal Analysis; 3.2.3 Composition of Rust Samples; 3.2.3.1 Influencing Factors; 3.2.3.2 Improving Rust Composition Analysis Using the TG Technique; 3.2.4 Expansion Coefficient of Rust Samples; 3.2.4.1 Classification of Hydroxy-oxides and Oxides; 3.2.4.2 Types of Hydroxy-oxides and Oxides; 3.2.4.3 Expansion Coefficients for Rust Samples; 3.2.4.4 Rust Expansion Coefficients in Different Environments; 3.3 Modulus of Steel Corrosion Products in Concrete; 3.3.1 Experimental Program. | ||
| 520 | |a 3.3.2 Loading and Unloading Stress-Strain Curve3.3.3 Tested Data of Cyclic Low-Compression Test; 3.3.4 Modulus of Rust; 3.4 Conclusions; References; 4 Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion; 4.1 Introduction; 4.2 Basic Concrete Cracking Model Due to Steel Corrosion; 4.3 Noncracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4 Partial Cracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4.1 Intact Part; 4.4.2 Cracked Part; 4.5 Corrosion-Induced Expansive Pressure. | ||
| 520 | |a 4.5.1 Relation Between Expansive Pressure and Steel Corrosion4.5.2 Variation of Expansive Pressure; 4.5.3 Effect of Concrete Cover Thickness; 4.5.4 Effect of Steel Bar Diameter; 4.5.5 Effect of Concrete Quality; 4.6 Discussion on the Radial Loss of Steel Bar; 4.6.1 Steel Loss Varying with the Crack Length; 4.6.2 Effect of Concrete Cover Thickness; 4.6.3 Effect of Steel Bar Diameter; 4.6.4 Effect of Rust Expansion Coefficient; 4.6.5 Effect of Concrete Quality; 4.7 Conclusions; References; 5 Mill Scale and Corrosion Layer at Concrete Surface Cracking; 5.1 Introduction; 5.2 Experimental Program. | ||
| 520 | |a Annotation | ||
| 520 | |a 'Steel Corrosion Induced Concrete Cracking' presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, and the shape of corrosion-induced cracks | ||
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0128092106 electronic bk 0-12-809210-6 9780128092101 : electronic bk 978-0-12-809210-1 (DE-627)1685489516 (DE-576)517983028 (DE-599)KEP003084671 (OCoLC)945136155 (OCoLC)945136155 (EBP)003084671 (ELSEVIER)ocn944309879 DE-627 ger DE-627 rda eng XA-NL XD-US XA-DE TA440 TEC 009000 bisacsh TEC 035000 bisacsh TEC 009000 bisacsh TEC 035000 bisacsh 56.45 bkl 56.12 bkl Zhao, Yuxi verfasserin aut Steel corrosion-induced concrete cracking Yuxi Zhao (Zhejiang University, Hangzhou, China), Weiliang Jin (Zhejiang University, Hangzhou, China) Amsterdam Boston Heidelberg Butterworth-Heinemann, an imprint of Elsevier [2016] © 2016 1 Online-Ressource (xxiv, 180 Seiten) Illustrationen, Diagramme Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Front Cover; Steel Corrosion-Induced Concrete Cracking; Copyright Page; Contents; Foreword; Preface; Acknowledgments; List of Figures; List of Tables; 1 Introduction; 1.1 Background; 1.2 Empirical Models; 1.2.1 Critical Steel Corrosion at Surface Cracking; 1.2.2 Crack Width at the Concrete Surface; 1.2.3 Discussion on the Empirical Models; 1.3 Analytical Models; 1.3.1 Three-Stage Corrosion-Induced Cracking Model; 1.3.2 Corrosion Products Filling Stage; 1.3.3 Concrete Cover Stressing and Cracking; 1.3.4 Rust Filling in Corrosion-Induced Cracks; 1.4 Contents of This Book; References. 2 Steel Corrosion in Concrete2.1 Introduction; 2.2 Mechanisms of Steel Corrosion in Concrete; 2.2.1 Corrosion Process; 2.2.2 Corrosion Rate; 2.2.3 Passivation; 2.3 Steel Corrosion Induced by Carbonation or Chloride Attack; 2.3.1 Carbonation-Induced Corrosion; 2.3.2 Chloride-Induced Corrosion; 2.4 Corrosion Products; 2.5 Steel Corrosion-Induced Concrete Damage; 2.6 Conclusions; References; 3 The Expansion Coefficients and Modulus of Steel Corrosion Products; 3.1 Introduction; 3.2 Expansion Coefficient of Steel Corrosion Products; 3.2.1 Experimental Program; 3.2.2 Tested Results. 3.2.2.1 X-Ray Diffraction3.2.2.2 Thermogravimetric Analysis; 3.2.2.3 Differential Thermal Analysis; 3.2.3 Composition of Rust Samples; 3.2.3.1 Influencing Factors; 3.2.3.2 Improving Rust Composition Analysis Using the TG Technique; 3.2.4 Expansion Coefficient of Rust Samples; 3.2.4.1 Classification of Hydroxy-oxides and Oxides; 3.2.4.2 Types of Hydroxy-oxides and Oxides; 3.2.4.3 Expansion Coefficients for Rust Samples; 3.2.4.4 Rust Expansion Coefficients in Different Environments; 3.3 Modulus of Steel Corrosion Products in Concrete; 3.3.1 Experimental Program. 3.3.2 Loading and Unloading Stress-Strain Curve3.3.3 Tested Data of Cyclic Low-Compression Test; 3.3.4 Modulus of Rust; 3.4 Conclusions; References; 4 Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion; 4.1 Introduction; 4.2 Basic Concrete Cracking Model Due to Steel Corrosion; 4.3 Noncracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4 Partial Cracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4.1 Intact Part; 4.4.2 Cracked Part; 4.5 Corrosion-Induced Expansive Pressure. 4.5.1 Relation Between Expansive Pressure and Steel Corrosion4.5.2 Variation of Expansive Pressure; 4.5.3 Effect of Concrete Cover Thickness; 4.5.4 Effect of Steel Bar Diameter; 4.5.5 Effect of Concrete Quality; 4.6 Discussion on the Radial Loss of Steel Bar; 4.6.1 Steel Loss Varying with the Crack Length; 4.6.2 Effect of Concrete Cover Thickness; 4.6.3 Effect of Steel Bar Diameter; 4.6.4 Effect of Rust Expansion Coefficient; 4.6.5 Effect of Concrete Quality; 4.7 Conclusions; References; 5 Mill Scale and Corrosion Layer at Concrete Surface Cracking; 5.1 Introduction; 5.2 Experimental Program. Annotation 'Steel Corrosion Induced Concrete Cracking' presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, and the shape of corrosion-induced cracks Reinforcing bars Corrosion Concrete Corrosion Concrete Deterioration Concrete Cracking Concrete Fracture Concrete Testing Reinforcing bars Corrosion Concrete Cracking http://id.loc.gov/authorities/subjects/sh85030655 Concrete Fracture Concrete Cracking Concrete Corrosion http://id.loc.gov/authorities/subjects/sh85030654 Concrete Deterioration http://id.loc.gov/authorities/subjects/sh85030662 Beton Rissverhalten Betonstahl Korrosion TECHNOLOGY & ENGINEERING ; Engineering (General) TECHNOLOGY & ENGINEERING ; Reference Concrete ; Corrosion Concrete ; Cracking Concrete ; Deterioration Concrete ; Fracture Concrete ; Testing Reinforcing bars ; Corrosion Béton - Corrosion (CaQQLa)201-0063513 Béton - Détérioration (CaQQLa)201-0002926 Béton - Fissuration (CaQQLa)201-0061358 Béton - Rupture (CaQQLa)201-0002923 Béton - Essais (CaQQLa)201-0002928 Barres d'armature - Corrosion (CaQQLa)201-0040134 Electronic book Electronic book Electronic books s (DE-588)4006111-5 (DE-627)106378457 (DE-576)20886444X Beton gnd s (DE-588)4455725-5 (DE-627)228240557 (DE-576)212616382 Rissverhalten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4032518-0 (DE-627)106261460 (DE-576)208997261 Korrosion gnd (DE-627) Jin, Weiliang verfasserin aut 0128091975 Erscheint auch als Druck-Ausgabe Zhao, Yuxi Steel corrosion-induced concrete cracking Amsterdam : Butterworth-Heinemann, an imprint of Elsevier, 2016 xxiv, 180 Seiten (DE-627)855946628 0128091975 9780128091975 http://www.sciencedirect.com/science/book/9780128091975 X:ELSEVIER Verlag Volltext https://www.sciencedirect.com/science/book/9780128091975 X:ELSEVIER Verlag lizenzpflichtig (DE-627)879392371 BSZ-33-EBS-HSAA GBV-33-EBS-MRI GBV-33-EBS-ZHB GBV-33-Freedom-BL ZDB-33-EGE 2016 ZDB-33-EBS ZDB-33-ESD GBV-33-EBS-HST BSZ-33-EBS-C1UB GBV_ILN_105 ISIL_DE-841 SYSFLAG_1 GBV_KXP GBV_ILN_132 ISIL_DE-959 GBV_ILN_185 ISIL_DE-Sra5 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2111 ISIL_DE-944 GBV ExPruef 56.45 Baustoffkunde SEPA (DE-627)106421085 56.12 Betonbau SEPA (DE-627)106410237 BO 045F 620.1366 045F 620.1/366 105 01 0841 4074469049 OLR-ELV-TEST Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Testzugang ZHB Lübeck z 26-02-22 132 01 0959 450000260X EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Zeitlich begrenzte Lizenzierung k 13-03-24 185 01 3519 4514750190 OLR-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. z 23-04-24 370 01 4370 4540280333 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. 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Zugriff von außerhalb nur für HCU-Angehörige möglich https://www.sciencedirect.com/science/book/9780128091975 2020 01 DE-Ch1 https://www.sciencedirect.com/science/book/9780128091975 2111 02 DE-944 https://www.sciencedirect.com/science/book/9780128091975 132 01 0959 00 EBooks Elsevier Engineering 2027 01 DE-105 00 s ebook 105 01 0841 OLR-ELV-TEST 132 01 0959 EBS Elsevier 185 01 3519 OLR-EBS 370 01 4370 EBS Elsevier |
| spelling |
0128092106 electronic bk 0-12-809210-6 9780128092101 : electronic bk 978-0-12-809210-1 (DE-627)1685489516 (DE-576)517983028 (DE-599)KEP003084671 (OCoLC)945136155 (OCoLC)945136155 (EBP)003084671 (ELSEVIER)ocn944309879 DE-627 ger DE-627 rda eng XA-NL XD-US XA-DE TA440 TEC 009000 bisacsh TEC 035000 bisacsh TEC 009000 bisacsh TEC 035000 bisacsh 56.45 bkl 56.12 bkl Zhao, Yuxi verfasserin aut Steel corrosion-induced concrete cracking Yuxi Zhao (Zhejiang University, Hangzhou, China), Weiliang Jin (Zhejiang University, Hangzhou, China) Amsterdam Boston Heidelberg Butterworth-Heinemann, an imprint of Elsevier [2016] © 2016 1 Online-Ressource (xxiv, 180 Seiten) Illustrationen, Diagramme Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Front Cover; Steel Corrosion-Induced Concrete Cracking; Copyright Page; Contents; Foreword; Preface; Acknowledgments; List of Figures; List of Tables; 1 Introduction; 1.1 Background; 1.2 Empirical Models; 1.2.1 Critical Steel Corrosion at Surface Cracking; 1.2.2 Crack Width at the Concrete Surface; 1.2.3 Discussion on the Empirical Models; 1.3 Analytical Models; 1.3.1 Three-Stage Corrosion-Induced Cracking Model; 1.3.2 Corrosion Products Filling Stage; 1.3.3 Concrete Cover Stressing and Cracking; 1.3.4 Rust Filling in Corrosion-Induced Cracks; 1.4 Contents of This Book; References. 2 Steel Corrosion in Concrete2.1 Introduction; 2.2 Mechanisms of Steel Corrosion in Concrete; 2.2.1 Corrosion Process; 2.2.2 Corrosion Rate; 2.2.3 Passivation; 2.3 Steel Corrosion Induced by Carbonation or Chloride Attack; 2.3.1 Carbonation-Induced Corrosion; 2.3.2 Chloride-Induced Corrosion; 2.4 Corrosion Products; 2.5 Steel Corrosion-Induced Concrete Damage; 2.6 Conclusions; References; 3 The Expansion Coefficients and Modulus of Steel Corrosion Products; 3.1 Introduction; 3.2 Expansion Coefficient of Steel Corrosion Products; 3.2.1 Experimental Program; 3.2.2 Tested Results. 3.2.2.1 X-Ray Diffraction3.2.2.2 Thermogravimetric Analysis; 3.2.2.3 Differential Thermal Analysis; 3.2.3 Composition of Rust Samples; 3.2.3.1 Influencing Factors; 3.2.3.2 Improving Rust Composition Analysis Using the TG Technique; 3.2.4 Expansion Coefficient of Rust Samples; 3.2.4.1 Classification of Hydroxy-oxides and Oxides; 3.2.4.2 Types of Hydroxy-oxides and Oxides; 3.2.4.3 Expansion Coefficients for Rust Samples; 3.2.4.4 Rust Expansion Coefficients in Different Environments; 3.3 Modulus of Steel Corrosion Products in Concrete; 3.3.1 Experimental Program. 3.3.2 Loading and Unloading Stress-Strain Curve3.3.3 Tested Data of Cyclic Low-Compression Test; 3.3.4 Modulus of Rust; 3.4 Conclusions; References; 4 Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion; 4.1 Introduction; 4.2 Basic Concrete Cracking Model Due to Steel Corrosion; 4.3 Noncracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4 Partial Cracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4.1 Intact Part; 4.4.2 Cracked Part; 4.5 Corrosion-Induced Expansive Pressure. 4.5.1 Relation Between Expansive Pressure and Steel Corrosion4.5.2 Variation of Expansive Pressure; 4.5.3 Effect of Concrete Cover Thickness; 4.5.4 Effect of Steel Bar Diameter; 4.5.5 Effect of Concrete Quality; 4.6 Discussion on the Radial Loss of Steel Bar; 4.6.1 Steel Loss Varying with the Crack Length; 4.6.2 Effect of Concrete Cover Thickness; 4.6.3 Effect of Steel Bar Diameter; 4.6.4 Effect of Rust Expansion Coefficient; 4.6.5 Effect of Concrete Quality; 4.7 Conclusions; References; 5 Mill Scale and Corrosion Layer at Concrete Surface Cracking; 5.1 Introduction; 5.2 Experimental Program. Annotation 'Steel Corrosion Induced Concrete Cracking' presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, and the shape of corrosion-induced cracks Reinforcing bars Corrosion Concrete Corrosion Concrete Deterioration Concrete Cracking Concrete Fracture Concrete Testing Reinforcing bars Corrosion Concrete Cracking http://id.loc.gov/authorities/subjects/sh85030655 Concrete Fracture Concrete Cracking Concrete Corrosion http://id.loc.gov/authorities/subjects/sh85030654 Concrete Deterioration http://id.loc.gov/authorities/subjects/sh85030662 Beton Rissverhalten Betonstahl Korrosion TECHNOLOGY & ENGINEERING ; Engineering (General) TECHNOLOGY & ENGINEERING ; Reference Concrete ; Corrosion Concrete ; Cracking Concrete ; Deterioration Concrete ; Fracture Concrete ; Testing Reinforcing bars ; Corrosion Béton - Corrosion (CaQQLa)201-0063513 Béton - Détérioration (CaQQLa)201-0002926 Béton - Fissuration (CaQQLa)201-0061358 Béton - Rupture (CaQQLa)201-0002923 Béton - Essais (CaQQLa)201-0002928 Barres d'armature - Corrosion (CaQQLa)201-0040134 Electronic book Electronic book Electronic books s (DE-588)4006111-5 (DE-627)106378457 (DE-576)20886444X Beton gnd s (DE-588)4455725-5 (DE-627)228240557 (DE-576)212616382 Rissverhalten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4032518-0 (DE-627)106261460 (DE-576)208997261 Korrosion gnd (DE-627) Jin, Weiliang verfasserin aut 0128091975 Erscheint auch als Druck-Ausgabe Zhao, Yuxi Steel corrosion-induced concrete cracking Amsterdam : Butterworth-Heinemann, an imprint of Elsevier, 2016 xxiv, 180 Seiten (DE-627)855946628 0128091975 9780128091975 http://www.sciencedirect.com/science/book/9780128091975 X:ELSEVIER Verlag Volltext https://www.sciencedirect.com/science/book/9780128091975 X:ELSEVIER Verlag lizenzpflichtig (DE-627)879392371 BSZ-33-EBS-HSAA GBV-33-EBS-MRI GBV-33-EBS-ZHB GBV-33-Freedom-BL ZDB-33-EGE 2016 ZDB-33-EBS ZDB-33-ESD GBV-33-EBS-HST BSZ-33-EBS-C1UB GBV_ILN_105 ISIL_DE-841 SYSFLAG_1 GBV_KXP GBV_ILN_132 ISIL_DE-959 GBV_ILN_185 ISIL_DE-Sra5 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2111 ISIL_DE-944 GBV ExPruef 56.45 Baustoffkunde SEPA (DE-627)106421085 56.12 Betonbau SEPA (DE-627)106410237 BO 045F 620.1366 045F 620.1/366 105 01 0841 4074469049 OLR-ELV-TEST Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Testzugang ZHB Lübeck z 26-02-22 132 01 0959 450000260X EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Zeitlich begrenzte Lizenzierung k 13-03-24 185 01 3519 4514750190 OLR-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. z 23-04-24 370 01 4370 4540280333 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 20-06-24 2020 01 DE-Ch1 452035921X 00 --%%-- --%%-- n n Campuslizenz l01 03-05-24 2027 01 DE-105 4369701295 00 --%%-- --%%-- --%%-- n Campuslizenz l01 23-08-23 2111 02 DE-944 4046051434 00 --%%-- E-Book Elsevier --%%-- n Elektronischer Volltext - Campuslizenz l01 27-01-22 105 01 0841 http://www.sciencedirect.com/science/book/9780128091975 132 01 0959 Zugriff nur für Angehörige der Hochschule Osnabrück im Hochschulnetz https://www.sciencedirect.com/science/book/9780128091975 185 01 3519 http://www.sciencedirect.com/science/book/9780128091975 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://www.sciencedirect.com/science/book/9780128091975 2020 01 DE-Ch1 https://www.sciencedirect.com/science/book/9780128091975 2111 02 DE-944 https://www.sciencedirect.com/science/book/9780128091975 132 01 0959 00 EBooks Elsevier Engineering 2027 01 DE-105 00 s ebook 105 01 0841 OLR-ELV-TEST 132 01 0959 EBS Elsevier 185 01 3519 OLR-EBS 370 01 4370 EBS Elsevier |
| allfields_unstemmed |
0128092106 electronic bk 0-12-809210-6 9780128092101 : electronic bk 978-0-12-809210-1 (DE-627)1685489516 (DE-576)517983028 (DE-599)KEP003084671 (OCoLC)945136155 (OCoLC)945136155 (EBP)003084671 (ELSEVIER)ocn944309879 DE-627 ger DE-627 rda eng XA-NL XD-US XA-DE TA440 TEC 009000 bisacsh TEC 035000 bisacsh TEC 009000 bisacsh TEC 035000 bisacsh 56.45 bkl 56.12 bkl Zhao, Yuxi verfasserin aut Steel corrosion-induced concrete cracking Yuxi Zhao (Zhejiang University, Hangzhou, China), Weiliang Jin (Zhejiang University, Hangzhou, China) Amsterdam Boston Heidelberg Butterworth-Heinemann, an imprint of Elsevier [2016] © 2016 1 Online-Ressource (xxiv, 180 Seiten) Illustrationen, Diagramme Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Front Cover; Steel Corrosion-Induced Concrete Cracking; Copyright Page; Contents; Foreword; Preface; Acknowledgments; List of Figures; List of Tables; 1 Introduction; 1.1 Background; 1.2 Empirical Models; 1.2.1 Critical Steel Corrosion at Surface Cracking; 1.2.2 Crack Width at the Concrete Surface; 1.2.3 Discussion on the Empirical Models; 1.3 Analytical Models; 1.3.1 Three-Stage Corrosion-Induced Cracking Model; 1.3.2 Corrosion Products Filling Stage; 1.3.3 Concrete Cover Stressing and Cracking; 1.3.4 Rust Filling in Corrosion-Induced Cracks; 1.4 Contents of This Book; References. 2 Steel Corrosion in Concrete2.1 Introduction; 2.2 Mechanisms of Steel Corrosion in Concrete; 2.2.1 Corrosion Process; 2.2.2 Corrosion Rate; 2.2.3 Passivation; 2.3 Steel Corrosion Induced by Carbonation or Chloride Attack; 2.3.1 Carbonation-Induced Corrosion; 2.3.2 Chloride-Induced Corrosion; 2.4 Corrosion Products; 2.5 Steel Corrosion-Induced Concrete Damage; 2.6 Conclusions; References; 3 The Expansion Coefficients and Modulus of Steel Corrosion Products; 3.1 Introduction; 3.2 Expansion Coefficient of Steel Corrosion Products; 3.2.1 Experimental Program; 3.2.2 Tested Results. 3.2.2.1 X-Ray Diffraction3.2.2.2 Thermogravimetric Analysis; 3.2.2.3 Differential Thermal Analysis; 3.2.3 Composition of Rust Samples; 3.2.3.1 Influencing Factors; 3.2.3.2 Improving Rust Composition Analysis Using the TG Technique; 3.2.4 Expansion Coefficient of Rust Samples; 3.2.4.1 Classification of Hydroxy-oxides and Oxides; 3.2.4.2 Types of Hydroxy-oxides and Oxides; 3.2.4.3 Expansion Coefficients for Rust Samples; 3.2.4.4 Rust Expansion Coefficients in Different Environments; 3.3 Modulus of Steel Corrosion Products in Concrete; 3.3.1 Experimental Program. 3.3.2 Loading and Unloading Stress-Strain Curve3.3.3 Tested Data of Cyclic Low-Compression Test; 3.3.4 Modulus of Rust; 3.4 Conclusions; References; 4 Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion; 4.1 Introduction; 4.2 Basic Concrete Cracking Model Due to Steel Corrosion; 4.3 Noncracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4 Partial Cracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4.1 Intact Part; 4.4.2 Cracked Part; 4.5 Corrosion-Induced Expansive Pressure. 4.5.1 Relation Between Expansive Pressure and Steel Corrosion4.5.2 Variation of Expansive Pressure; 4.5.3 Effect of Concrete Cover Thickness; 4.5.4 Effect of Steel Bar Diameter; 4.5.5 Effect of Concrete Quality; 4.6 Discussion on the Radial Loss of Steel Bar; 4.6.1 Steel Loss Varying with the Crack Length; 4.6.2 Effect of Concrete Cover Thickness; 4.6.3 Effect of Steel Bar Diameter; 4.6.4 Effect of Rust Expansion Coefficient; 4.6.5 Effect of Concrete Quality; 4.7 Conclusions; References; 5 Mill Scale and Corrosion Layer at Concrete Surface Cracking; 5.1 Introduction; 5.2 Experimental Program. Annotation 'Steel Corrosion Induced Concrete Cracking' presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, and the shape of corrosion-induced cracks Reinforcing bars Corrosion Concrete Corrosion Concrete Deterioration Concrete Cracking Concrete Fracture Concrete Testing Reinforcing bars Corrosion Concrete Cracking http://id.loc.gov/authorities/subjects/sh85030655 Concrete Fracture Concrete Cracking Concrete Corrosion http://id.loc.gov/authorities/subjects/sh85030654 Concrete Deterioration http://id.loc.gov/authorities/subjects/sh85030662 Beton Rissverhalten Betonstahl Korrosion TECHNOLOGY & ENGINEERING ; Engineering (General) TECHNOLOGY & ENGINEERING ; Reference Concrete ; Corrosion Concrete ; Cracking Concrete ; Deterioration Concrete ; Fracture Concrete ; Testing Reinforcing bars ; Corrosion Béton - Corrosion (CaQQLa)201-0063513 Béton - Détérioration (CaQQLa)201-0002926 Béton - Fissuration (CaQQLa)201-0061358 Béton - Rupture (CaQQLa)201-0002923 Béton - Essais (CaQQLa)201-0002928 Barres d'armature - Corrosion (CaQQLa)201-0040134 Electronic book Electronic book Electronic books s (DE-588)4006111-5 (DE-627)106378457 (DE-576)20886444X Beton gnd s (DE-588)4455725-5 (DE-627)228240557 (DE-576)212616382 Rissverhalten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4032518-0 (DE-627)106261460 (DE-576)208997261 Korrosion gnd (DE-627) Jin, Weiliang verfasserin aut 0128091975 Erscheint auch als Druck-Ausgabe Zhao, Yuxi Steel corrosion-induced concrete cracking Amsterdam : Butterworth-Heinemann, an imprint of Elsevier, 2016 xxiv, 180 Seiten (DE-627)855946628 0128091975 9780128091975 http://www.sciencedirect.com/science/book/9780128091975 X:ELSEVIER Verlag Volltext https://www.sciencedirect.com/science/book/9780128091975 X:ELSEVIER Verlag lizenzpflichtig (DE-627)879392371 BSZ-33-EBS-HSAA GBV-33-EBS-MRI GBV-33-EBS-ZHB GBV-33-Freedom-BL ZDB-33-EGE 2016 ZDB-33-EBS ZDB-33-ESD GBV-33-EBS-HST BSZ-33-EBS-C1UB GBV_ILN_105 ISIL_DE-841 SYSFLAG_1 GBV_KXP GBV_ILN_132 ISIL_DE-959 GBV_ILN_185 ISIL_DE-Sra5 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2111 ISIL_DE-944 GBV ExPruef 56.45 Baustoffkunde SEPA (DE-627)106421085 56.12 Betonbau SEPA (DE-627)106410237 BO 045F 620.1366 045F 620.1/366 105 01 0841 4074469049 OLR-ELV-TEST Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Testzugang ZHB Lübeck z 26-02-22 132 01 0959 450000260X EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Zeitlich begrenzte Lizenzierung k 13-03-24 185 01 3519 4514750190 OLR-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. z 23-04-24 370 01 4370 4540280333 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 20-06-24 2020 01 DE-Ch1 452035921X 00 --%%-- --%%-- n n Campuslizenz l01 03-05-24 2027 01 DE-105 4369701295 00 --%%-- --%%-- --%%-- n Campuslizenz l01 23-08-23 2111 02 DE-944 4046051434 00 --%%-- E-Book Elsevier --%%-- n Elektronischer Volltext - Campuslizenz l01 27-01-22 105 01 0841 http://www.sciencedirect.com/science/book/9780128091975 132 01 0959 Zugriff nur für Angehörige der Hochschule Osnabrück im Hochschulnetz https://www.sciencedirect.com/science/book/9780128091975 185 01 3519 http://www.sciencedirect.com/science/book/9780128091975 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://www.sciencedirect.com/science/book/9780128091975 2020 01 DE-Ch1 https://www.sciencedirect.com/science/book/9780128091975 2111 02 DE-944 https://www.sciencedirect.com/science/book/9780128091975 132 01 0959 00 EBooks Elsevier Engineering 2027 01 DE-105 00 s ebook 105 01 0841 OLR-ELV-TEST 132 01 0959 EBS Elsevier 185 01 3519 OLR-EBS 370 01 4370 EBS Elsevier |
| allfieldsGer |
0128092106 electronic bk 0-12-809210-6 9780128092101 : electronic bk 978-0-12-809210-1 (DE-627)1685489516 (DE-576)517983028 (DE-599)KEP003084671 (OCoLC)945136155 (OCoLC)945136155 (EBP)003084671 (ELSEVIER)ocn944309879 DE-627 ger DE-627 rda eng XA-NL XD-US XA-DE TA440 TEC 009000 bisacsh TEC 035000 bisacsh TEC 009000 bisacsh TEC 035000 bisacsh 56.45 bkl 56.12 bkl Zhao, Yuxi verfasserin aut Steel corrosion-induced concrete cracking Yuxi Zhao (Zhejiang University, Hangzhou, China), Weiliang Jin (Zhejiang University, Hangzhou, China) Amsterdam Boston Heidelberg Butterworth-Heinemann, an imprint of Elsevier [2016] © 2016 1 Online-Ressource (xxiv, 180 Seiten) Illustrationen, Diagramme Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Front Cover; Steel Corrosion-Induced Concrete Cracking; Copyright Page; Contents; Foreword; Preface; Acknowledgments; List of Figures; List of Tables; 1 Introduction; 1.1 Background; 1.2 Empirical Models; 1.2.1 Critical Steel Corrosion at Surface Cracking; 1.2.2 Crack Width at the Concrete Surface; 1.2.3 Discussion on the Empirical Models; 1.3 Analytical Models; 1.3.1 Three-Stage Corrosion-Induced Cracking Model; 1.3.2 Corrosion Products Filling Stage; 1.3.3 Concrete Cover Stressing and Cracking; 1.3.4 Rust Filling in Corrosion-Induced Cracks; 1.4 Contents of This Book; References. 2 Steel Corrosion in Concrete2.1 Introduction; 2.2 Mechanisms of Steel Corrosion in Concrete; 2.2.1 Corrosion Process; 2.2.2 Corrosion Rate; 2.2.3 Passivation; 2.3 Steel Corrosion Induced by Carbonation or Chloride Attack; 2.3.1 Carbonation-Induced Corrosion; 2.3.2 Chloride-Induced Corrosion; 2.4 Corrosion Products; 2.5 Steel Corrosion-Induced Concrete Damage; 2.6 Conclusions; References; 3 The Expansion Coefficients and Modulus of Steel Corrosion Products; 3.1 Introduction; 3.2 Expansion Coefficient of Steel Corrosion Products; 3.2.1 Experimental Program; 3.2.2 Tested Results. 3.2.2.1 X-Ray Diffraction3.2.2.2 Thermogravimetric Analysis; 3.2.2.3 Differential Thermal Analysis; 3.2.3 Composition of Rust Samples; 3.2.3.1 Influencing Factors; 3.2.3.2 Improving Rust Composition Analysis Using the TG Technique; 3.2.4 Expansion Coefficient of Rust Samples; 3.2.4.1 Classification of Hydroxy-oxides and Oxides; 3.2.4.2 Types of Hydroxy-oxides and Oxides; 3.2.4.3 Expansion Coefficients for Rust Samples; 3.2.4.4 Rust Expansion Coefficients in Different Environments; 3.3 Modulus of Steel Corrosion Products in Concrete; 3.3.1 Experimental Program. 3.3.2 Loading and Unloading Stress-Strain Curve3.3.3 Tested Data of Cyclic Low-Compression Test; 3.3.4 Modulus of Rust; 3.4 Conclusions; References; 4 Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion; 4.1 Introduction; 4.2 Basic Concrete Cracking Model Due to Steel Corrosion; 4.3 Noncracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4 Partial Cracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4.1 Intact Part; 4.4.2 Cracked Part; 4.5 Corrosion-Induced Expansive Pressure. 4.5.1 Relation Between Expansive Pressure and Steel Corrosion4.5.2 Variation of Expansive Pressure; 4.5.3 Effect of Concrete Cover Thickness; 4.5.4 Effect of Steel Bar Diameter; 4.5.5 Effect of Concrete Quality; 4.6 Discussion on the Radial Loss of Steel Bar; 4.6.1 Steel Loss Varying with the Crack Length; 4.6.2 Effect of Concrete Cover Thickness; 4.6.3 Effect of Steel Bar Diameter; 4.6.4 Effect of Rust Expansion Coefficient; 4.6.5 Effect of Concrete Quality; 4.7 Conclusions; References; 5 Mill Scale and Corrosion Layer at Concrete Surface Cracking; 5.1 Introduction; 5.2 Experimental Program. Annotation 'Steel Corrosion Induced Concrete Cracking' presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, and the shape of corrosion-induced cracks Reinforcing bars Corrosion Concrete Corrosion Concrete Deterioration Concrete Cracking Concrete Fracture Concrete Testing Reinforcing bars Corrosion Concrete Cracking http://id.loc.gov/authorities/subjects/sh85030655 Concrete Fracture Concrete Cracking Concrete Corrosion http://id.loc.gov/authorities/subjects/sh85030654 Concrete Deterioration http://id.loc.gov/authorities/subjects/sh85030662 Beton Rissverhalten Betonstahl Korrosion TECHNOLOGY & ENGINEERING ; Engineering (General) TECHNOLOGY & ENGINEERING ; Reference Concrete ; Corrosion Concrete ; Cracking Concrete ; Deterioration Concrete ; Fracture Concrete ; Testing Reinforcing bars ; Corrosion Béton - Corrosion (CaQQLa)201-0063513 Béton - Détérioration (CaQQLa)201-0002926 Béton - Fissuration (CaQQLa)201-0061358 Béton - Rupture (CaQQLa)201-0002923 Béton - Essais (CaQQLa)201-0002928 Barres d'armature - Corrosion (CaQQLa)201-0040134 Electronic book Electronic book Electronic books s (DE-588)4006111-5 (DE-627)106378457 (DE-576)20886444X Beton gnd s (DE-588)4455725-5 (DE-627)228240557 (DE-576)212616382 Rissverhalten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4032518-0 (DE-627)106261460 (DE-576)208997261 Korrosion gnd (DE-627) Jin, Weiliang verfasserin aut 0128091975 Erscheint auch als Druck-Ausgabe Zhao, Yuxi Steel corrosion-induced concrete cracking Amsterdam : Butterworth-Heinemann, an imprint of Elsevier, 2016 xxiv, 180 Seiten (DE-627)855946628 0128091975 9780128091975 http://www.sciencedirect.com/science/book/9780128091975 X:ELSEVIER Verlag Volltext https://www.sciencedirect.com/science/book/9780128091975 X:ELSEVIER Verlag lizenzpflichtig (DE-627)879392371 BSZ-33-EBS-HSAA GBV-33-EBS-MRI GBV-33-EBS-ZHB GBV-33-Freedom-BL ZDB-33-EGE 2016 ZDB-33-EBS ZDB-33-ESD GBV-33-EBS-HST BSZ-33-EBS-C1UB GBV_ILN_105 ISIL_DE-841 SYSFLAG_1 GBV_KXP GBV_ILN_132 ISIL_DE-959 GBV_ILN_185 ISIL_DE-Sra5 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2111 ISIL_DE-944 GBV ExPruef 56.45 Baustoffkunde SEPA (DE-627)106421085 56.12 Betonbau SEPA (DE-627)106410237 BO 045F 620.1366 045F 620.1/366 105 01 0841 4074469049 OLR-ELV-TEST Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Testzugang ZHB Lübeck z 26-02-22 132 01 0959 450000260X EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Zeitlich begrenzte Lizenzierung k 13-03-24 185 01 3519 4514750190 OLR-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. z 23-04-24 370 01 4370 4540280333 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 20-06-24 2020 01 DE-Ch1 452035921X 00 --%%-- --%%-- n n Campuslizenz l01 03-05-24 2027 01 DE-105 4369701295 00 --%%-- --%%-- --%%-- n Campuslizenz l01 23-08-23 2111 02 DE-944 4046051434 00 --%%-- E-Book Elsevier --%%-- n Elektronischer Volltext - Campuslizenz l01 27-01-22 105 01 0841 http://www.sciencedirect.com/science/book/9780128091975 132 01 0959 Zugriff nur für Angehörige der Hochschule Osnabrück im Hochschulnetz https://www.sciencedirect.com/science/book/9780128091975 185 01 3519 http://www.sciencedirect.com/science/book/9780128091975 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://www.sciencedirect.com/science/book/9780128091975 2020 01 DE-Ch1 https://www.sciencedirect.com/science/book/9780128091975 2111 02 DE-944 https://www.sciencedirect.com/science/book/9780128091975 132 01 0959 00 EBooks Elsevier Engineering 2027 01 DE-105 00 s ebook 105 01 0841 OLR-ELV-TEST 132 01 0959 EBS Elsevier 185 01 3519 OLR-EBS 370 01 4370 EBS Elsevier |
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0128092106 electronic bk 0-12-809210-6 9780128092101 : electronic bk 978-0-12-809210-1 (DE-627)1685489516 (DE-576)517983028 (DE-599)KEP003084671 (OCoLC)945136155 (OCoLC)945136155 (EBP)003084671 (ELSEVIER)ocn944309879 DE-627 ger DE-627 rda eng XA-NL XD-US XA-DE TA440 TEC 009000 bisacsh TEC 035000 bisacsh TEC 009000 bisacsh TEC 035000 bisacsh 56.45 bkl 56.12 bkl Zhao, Yuxi verfasserin aut Steel corrosion-induced concrete cracking Yuxi Zhao (Zhejiang University, Hangzhou, China), Weiliang Jin (Zhejiang University, Hangzhou, China) Amsterdam Boston Heidelberg Butterworth-Heinemann, an imprint of Elsevier [2016] © 2016 1 Online-Ressource (xxiv, 180 Seiten) Illustrationen, Diagramme Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Front Cover; Steel Corrosion-Induced Concrete Cracking; Copyright Page; Contents; Foreword; Preface; Acknowledgments; List of Figures; List of Tables; 1 Introduction; 1.1 Background; 1.2 Empirical Models; 1.2.1 Critical Steel Corrosion at Surface Cracking; 1.2.2 Crack Width at the Concrete Surface; 1.2.3 Discussion on the Empirical Models; 1.3 Analytical Models; 1.3.1 Three-Stage Corrosion-Induced Cracking Model; 1.3.2 Corrosion Products Filling Stage; 1.3.3 Concrete Cover Stressing and Cracking; 1.3.4 Rust Filling in Corrosion-Induced Cracks; 1.4 Contents of This Book; References. 2 Steel Corrosion in Concrete2.1 Introduction; 2.2 Mechanisms of Steel Corrosion in Concrete; 2.2.1 Corrosion Process; 2.2.2 Corrosion Rate; 2.2.3 Passivation; 2.3 Steel Corrosion Induced by Carbonation or Chloride Attack; 2.3.1 Carbonation-Induced Corrosion; 2.3.2 Chloride-Induced Corrosion; 2.4 Corrosion Products; 2.5 Steel Corrosion-Induced Concrete Damage; 2.6 Conclusions; References; 3 The Expansion Coefficients and Modulus of Steel Corrosion Products; 3.1 Introduction; 3.2 Expansion Coefficient of Steel Corrosion Products; 3.2.1 Experimental Program; 3.2.2 Tested Results. 3.2.2.1 X-Ray Diffraction3.2.2.2 Thermogravimetric Analysis; 3.2.2.3 Differential Thermal Analysis; 3.2.3 Composition of Rust Samples; 3.2.3.1 Influencing Factors; 3.2.3.2 Improving Rust Composition Analysis Using the TG Technique; 3.2.4 Expansion Coefficient of Rust Samples; 3.2.4.1 Classification of Hydroxy-oxides and Oxides; 3.2.4.2 Types of Hydroxy-oxides and Oxides; 3.2.4.3 Expansion Coefficients for Rust Samples; 3.2.4.4 Rust Expansion Coefficients in Different Environments; 3.3 Modulus of Steel Corrosion Products in Concrete; 3.3.1 Experimental Program. 3.3.2 Loading and Unloading Stress-Strain Curve3.3.3 Tested Data of Cyclic Low-Compression Test; 3.3.4 Modulus of Rust; 3.4 Conclusions; References; 4 Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion; 4.1 Introduction; 4.2 Basic Concrete Cracking Model Due to Steel Corrosion; 4.3 Noncracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4 Partial Cracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4.1 Intact Part; 4.4.2 Cracked Part; 4.5 Corrosion-Induced Expansive Pressure. 4.5.1 Relation Between Expansive Pressure and Steel Corrosion4.5.2 Variation of Expansive Pressure; 4.5.3 Effect of Concrete Cover Thickness; 4.5.4 Effect of Steel Bar Diameter; 4.5.5 Effect of Concrete Quality; 4.6 Discussion on the Radial Loss of Steel Bar; 4.6.1 Steel Loss Varying with the Crack Length; 4.6.2 Effect of Concrete Cover Thickness; 4.6.3 Effect of Steel Bar Diameter; 4.6.4 Effect of Rust Expansion Coefficient; 4.6.5 Effect of Concrete Quality; 4.7 Conclusions; References; 5 Mill Scale and Corrosion Layer at Concrete Surface Cracking; 5.1 Introduction; 5.2 Experimental Program. Annotation 'Steel Corrosion Induced Concrete Cracking' presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, and the shape of corrosion-induced cracks Reinforcing bars Corrosion Concrete Corrosion Concrete Deterioration Concrete Cracking Concrete Fracture Concrete Testing Reinforcing bars Corrosion Concrete Cracking http://id.loc.gov/authorities/subjects/sh85030655 Concrete Fracture Concrete Cracking Concrete Corrosion http://id.loc.gov/authorities/subjects/sh85030654 Concrete Deterioration http://id.loc.gov/authorities/subjects/sh85030662 Beton Rissverhalten Betonstahl Korrosion TECHNOLOGY & ENGINEERING ; Engineering (General) TECHNOLOGY & ENGINEERING ; Reference Concrete ; Corrosion Concrete ; Cracking Concrete ; Deterioration Concrete ; Fracture Concrete ; Testing Reinforcing bars ; Corrosion Béton - Corrosion (CaQQLa)201-0063513 Béton - Détérioration (CaQQLa)201-0002926 Béton - Fissuration (CaQQLa)201-0061358 Béton - Rupture (CaQQLa)201-0002923 Béton - Essais (CaQQLa)201-0002928 Barres d'armature - Corrosion (CaQQLa)201-0040134 Electronic book Electronic book Electronic books s (DE-588)4006111-5 (DE-627)106378457 (DE-576)20886444X Beton gnd s (DE-588)4455725-5 (DE-627)228240557 (DE-576)212616382 Rissverhalten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4032518-0 (DE-627)106261460 (DE-576)208997261 Korrosion gnd (DE-627) Jin, Weiliang verfasserin aut 0128091975 Erscheint auch als Druck-Ausgabe Zhao, Yuxi Steel corrosion-induced concrete cracking Amsterdam : Butterworth-Heinemann, an imprint of Elsevier, 2016 xxiv, 180 Seiten (DE-627)855946628 0128091975 9780128091975 http://www.sciencedirect.com/science/book/9780128091975 X:ELSEVIER Verlag Volltext https://www.sciencedirect.com/science/book/9780128091975 X:ELSEVIER Verlag lizenzpflichtig (DE-627)879392371 BSZ-33-EBS-HSAA GBV-33-EBS-MRI GBV-33-EBS-ZHB GBV-33-Freedom-BL ZDB-33-EGE 2016 ZDB-33-EBS ZDB-33-ESD GBV-33-EBS-HST BSZ-33-EBS-C1UB GBV_ILN_105 ISIL_DE-841 SYSFLAG_1 GBV_KXP GBV_ILN_132 ISIL_DE-959 GBV_ILN_185 ISIL_DE-Sra5 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2111 ISIL_DE-944 GBV ExPruef 56.45 Baustoffkunde SEPA (DE-627)106421085 56.12 Betonbau SEPA (DE-627)106410237 BO 045F 620.1366 045F 620.1/366 105 01 0841 4074469049 OLR-ELV-TEST Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Testzugang ZHB Lübeck z 26-02-22 132 01 0959 450000260X EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Zeitlich begrenzte Lizenzierung k 13-03-24 185 01 3519 4514750190 OLR-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. z 23-04-24 370 01 4370 4540280333 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. 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TA440 56.45 bkl 56.12 bkl 132 01 0959 00 EBooks Elsevier Engineering 2027 01 DE-105 00 s ebook Steel corrosion-induced concrete cracking Yuxi Zhao (Zhejiang University, Hangzhou, China), Weiliang Jin (Zhejiang University, Hangzhou, China) Reinforcing bars Corrosion Concrete Corrosion Concrete Deterioration Concrete Cracking Concrete Fracture Concrete Testing Concrete Cracking http://id.loc.gov/authorities/subjects/sh85030655 Concrete Corrosion http://id.loc.gov/authorities/subjects/sh85030654 Concrete Deterioration http://id.loc.gov/authorities/subjects/sh85030662 Beton Rissverhalten Betonstahl Korrosion TECHNOLOGY & ENGINEERING ; Engineering (General) TECHNOLOGY & ENGINEERING ; Reference Concrete ; Corrosion Concrete ; Cracking Concrete ; Deterioration Concrete ; Fracture Concrete ; Testing Reinforcing bars ; Corrosion Béton - Corrosion (CaQQLa)201-0063513 Béton - Détérioration (CaQQLa)201-0002926 Béton - Fissuration (CaQQLa)201-0061358 Béton - Rupture (CaQQLa)201-0002923 Béton - Essais (CaQQLa)201-0002928 Barres d'armature - Corrosion (CaQQLa)201-0040134 s (DE-588)4006111-5 (DE-627)106378457 (DE-576)20886444X Beton gnd s (DE-588)4455725-5 (DE-627)228240557 (DE-576)212616382 Rissverhalten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4032518-0 (DE-627)106261460 (DE-576)208997261 Korrosion gnd (DE-627) |
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Front Cover; Steel Corrosion-Induced Concrete Cracking; Copyright Page; Contents; Foreword; Preface; Acknowledgments; List of Figures; List of Tables; 1 Introduction; 1.1 Background; 1.2 Empirical Models; 1.2.1 Critical Steel Corrosion at Surface Cracking; 1.2.2 Crack Width at the Concrete Surface; 1.2.3 Discussion on the Empirical Models; 1.3 Analytical Models; 1.3.1 Three-Stage Corrosion-Induced Cracking Model; 1.3.2 Corrosion Products Filling Stage; 1.3.3 Concrete Cover Stressing and Cracking; 1.3.4 Rust Filling in Corrosion-Induced Cracks; 1.4 Contents of This Book; References. 2 Steel Corrosion in Concrete2.1 Introduction; 2.2 Mechanisms of Steel Corrosion in Concrete; 2.2.1 Corrosion Process; 2.2.2 Corrosion Rate; 2.2.3 Passivation; 2.3 Steel Corrosion Induced by Carbonation or Chloride Attack; 2.3.1 Carbonation-Induced Corrosion; 2.3.2 Chloride-Induced Corrosion; 2.4 Corrosion Products; 2.5 Steel Corrosion-Induced Concrete Damage; 2.6 Conclusions; References; 3 The Expansion Coefficients and Modulus of Steel Corrosion Products; 3.1 Introduction; 3.2 Expansion Coefficient of Steel Corrosion Products; 3.2.1 Experimental Program; 3.2.2 Tested Results. 3.2.2.1 X-Ray Diffraction3.2.2.2 Thermogravimetric Analysis; 3.2.2.3 Differential Thermal Analysis; 3.2.3 Composition of Rust Samples; 3.2.3.1 Influencing Factors; 3.2.3.2 Improving Rust Composition Analysis Using the TG Technique; 3.2.4 Expansion Coefficient of Rust Samples; 3.2.4.1 Classification of Hydroxy-oxides and Oxides; 3.2.4.2 Types of Hydroxy-oxides and Oxides; 3.2.4.3 Expansion Coefficients for Rust Samples; 3.2.4.4 Rust Expansion Coefficients in Different Environments; 3.3 Modulus of Steel Corrosion Products in Concrete; 3.3.1 Experimental Program. 3.3.2 Loading and Unloading Stress-Strain Curve3.3.3 Tested Data of Cyclic Low-Compression Test; 3.3.4 Modulus of Rust; 3.4 Conclusions; References; 4 Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion; 4.1 Introduction; 4.2 Basic Concrete Cracking Model Due to Steel Corrosion; 4.3 Noncracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4 Partial Cracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4.1 Intact Part; 4.4.2 Cracked Part; 4.5 Corrosion-Induced Expansive Pressure. 4.5.1 Relation Between Expansive Pressure and Steel Corrosion4.5.2 Variation of Expansive Pressure; 4.5.3 Effect of Concrete Cover Thickness; 4.5.4 Effect of Steel Bar Diameter; 4.5.5 Effect of Concrete Quality; 4.6 Discussion on the Radial Loss of Steel Bar; 4.6.1 Steel Loss Varying with the Crack Length; 4.6.2 Effect of Concrete Cover Thickness; 4.6.3 Effect of Steel Bar Diameter; 4.6.4 Effect of Rust Expansion Coefficient; 4.6.5 Effect of Concrete Quality; 4.7 Conclusions; References; 5 Mill Scale and Corrosion Layer at Concrete Surface Cracking; 5.1 Introduction; 5.2 Experimental Program. Annotation 'Steel Corrosion Induced Concrete Cracking' presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, and the shape of corrosion-induced cracks |
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Front Cover; Steel Corrosion-Induced Concrete Cracking; Copyright Page; Contents; Foreword; Preface; Acknowledgments; List of Figures; List of Tables; 1 Introduction; 1.1 Background; 1.2 Empirical Models; 1.2.1 Critical Steel Corrosion at Surface Cracking; 1.2.2 Crack Width at the Concrete Surface; 1.2.3 Discussion on the Empirical Models; 1.3 Analytical Models; 1.3.1 Three-Stage Corrosion-Induced Cracking Model; 1.3.2 Corrosion Products Filling Stage; 1.3.3 Concrete Cover Stressing and Cracking; 1.3.4 Rust Filling in Corrosion-Induced Cracks; 1.4 Contents of This Book; References. 2 Steel Corrosion in Concrete2.1 Introduction; 2.2 Mechanisms of Steel Corrosion in Concrete; 2.2.1 Corrosion Process; 2.2.2 Corrosion Rate; 2.2.3 Passivation; 2.3 Steel Corrosion Induced by Carbonation or Chloride Attack; 2.3.1 Carbonation-Induced Corrosion; 2.3.2 Chloride-Induced Corrosion; 2.4 Corrosion Products; 2.5 Steel Corrosion-Induced Concrete Damage; 2.6 Conclusions; References; 3 The Expansion Coefficients and Modulus of Steel Corrosion Products; 3.1 Introduction; 3.2 Expansion Coefficient of Steel Corrosion Products; 3.2.1 Experimental Program; 3.2.2 Tested Results. 3.2.2.1 X-Ray Diffraction3.2.2.2 Thermogravimetric Analysis; 3.2.2.3 Differential Thermal Analysis; 3.2.3 Composition of Rust Samples; 3.2.3.1 Influencing Factors; 3.2.3.2 Improving Rust Composition Analysis Using the TG Technique; 3.2.4 Expansion Coefficient of Rust Samples; 3.2.4.1 Classification of Hydroxy-oxides and Oxides; 3.2.4.2 Types of Hydroxy-oxides and Oxides; 3.2.4.3 Expansion Coefficients for Rust Samples; 3.2.4.4 Rust Expansion Coefficients in Different Environments; 3.3 Modulus of Steel Corrosion Products in Concrete; 3.3.1 Experimental Program. 3.3.2 Loading and Unloading Stress-Strain Curve3.3.3 Tested Data of Cyclic Low-Compression Test; 3.3.4 Modulus of Rust; 3.4 Conclusions; References; 4 Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion; 4.1 Introduction; 4.2 Basic Concrete Cracking Model Due to Steel Corrosion; 4.3 Noncracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4 Partial Cracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4.1 Intact Part; 4.4.2 Cracked Part; 4.5 Corrosion-Induced Expansive Pressure. 4.5.1 Relation Between Expansive Pressure and Steel Corrosion4.5.2 Variation of Expansive Pressure; 4.5.3 Effect of Concrete Cover Thickness; 4.5.4 Effect of Steel Bar Diameter; 4.5.5 Effect of Concrete Quality; 4.6 Discussion on the Radial Loss of Steel Bar; 4.6.1 Steel Loss Varying with the Crack Length; 4.6.2 Effect of Concrete Cover Thickness; 4.6.3 Effect of Steel Bar Diameter; 4.6.4 Effect of Rust Expansion Coefficient; 4.6.5 Effect of Concrete Quality; 4.7 Conclusions; References; 5 Mill Scale and Corrosion Layer at Concrete Surface Cracking; 5.1 Introduction; 5.2 Experimental Program. Annotation 'Steel Corrosion Induced Concrete Cracking' presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, and the shape of corrosion-induced cracks |
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Front Cover; Steel Corrosion-Induced Concrete Cracking; Copyright Page; Contents; Foreword; Preface; Acknowledgments; List of Figures; List of Tables; 1 Introduction; 1.1 Background; 1.2 Empirical Models; 1.2.1 Critical Steel Corrosion at Surface Cracking; 1.2.2 Crack Width at the Concrete Surface; 1.2.3 Discussion on the Empirical Models; 1.3 Analytical Models; 1.3.1 Three-Stage Corrosion-Induced Cracking Model; 1.3.2 Corrosion Products Filling Stage; 1.3.3 Concrete Cover Stressing and Cracking; 1.3.4 Rust Filling in Corrosion-Induced Cracks; 1.4 Contents of This Book; References. 2 Steel Corrosion in Concrete2.1 Introduction; 2.2 Mechanisms of Steel Corrosion in Concrete; 2.2.1 Corrosion Process; 2.2.2 Corrosion Rate; 2.2.3 Passivation; 2.3 Steel Corrosion Induced by Carbonation or Chloride Attack; 2.3.1 Carbonation-Induced Corrosion; 2.3.2 Chloride-Induced Corrosion; 2.4 Corrosion Products; 2.5 Steel Corrosion-Induced Concrete Damage; 2.6 Conclusions; References; 3 The Expansion Coefficients and Modulus of Steel Corrosion Products; 3.1 Introduction; 3.2 Expansion Coefficient of Steel Corrosion Products; 3.2.1 Experimental Program; 3.2.2 Tested Results. 3.2.2.1 X-Ray Diffraction3.2.2.2 Thermogravimetric Analysis; 3.2.2.3 Differential Thermal Analysis; 3.2.3 Composition of Rust Samples; 3.2.3.1 Influencing Factors; 3.2.3.2 Improving Rust Composition Analysis Using the TG Technique; 3.2.4 Expansion Coefficient of Rust Samples; 3.2.4.1 Classification of Hydroxy-oxides and Oxides; 3.2.4.2 Types of Hydroxy-oxides and Oxides; 3.2.4.3 Expansion Coefficients for Rust Samples; 3.2.4.4 Rust Expansion Coefficients in Different Environments; 3.3 Modulus of Steel Corrosion Products in Concrete; 3.3.1 Experimental Program. 3.3.2 Loading and Unloading Stress-Strain Curve3.3.3 Tested Data of Cyclic Low-Compression Test; 3.3.4 Modulus of Rust; 3.4 Conclusions; References; 4 Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion; 4.1 Introduction; 4.2 Basic Concrete Cracking Model Due to Steel Corrosion; 4.3 Noncracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4 Partial Cracking Stage of Corrosion-Induced Concrete Cracking Process; 4.4.1 Intact Part; 4.4.2 Cracked Part; 4.5 Corrosion-Induced Expansive Pressure. 4.5.1 Relation Between Expansive Pressure and Steel Corrosion4.5.2 Variation of Expansive Pressure; 4.5.3 Effect of Concrete Cover Thickness; 4.5.4 Effect of Steel Bar Diameter; 4.5.5 Effect of Concrete Quality; 4.6 Discussion on the Radial Loss of Steel Bar; 4.6.1 Steel Loss Varying with the Crack Length; 4.6.2 Effect of Concrete Cover Thickness; 4.6.3 Effect of Steel Bar Diameter; 4.6.4 Effect of Rust Expansion Coefficient; 4.6.5 Effect of Concrete Quality; 4.7 Conclusions; References; 5 Mill Scale and Corrosion Layer at Concrete Surface Cracking; 5.1 Introduction; 5.2 Experimental Program. Annotation 'Steel Corrosion Induced Concrete Cracking' presents the latest advances in the origin, mechanism and development of corrosion-induced cracking in concrete. It investigates topics including expansion coefficient and elastic modulus of steel corrosion, rust layer and rust distribution, spatial distribution of corrosion products, and the shape of corrosion-induced cracks |
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