Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials
Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Schneider, U. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
1998 |
|---|
| Schlagwörter: |
|---|
| Anmerkung: |
© RILEM 1998 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Kluwer Academic Publishers, 1985, 31(1998), 10 vom: Dez., Seite 662-668 |
|---|---|
| Übergeordnetes Werk: |
volume:31 ; year:1998 ; number:10 ; month:12 ; pages:662-668 |
| Links: |
|---|
| DOI / URN: |
10.1007/BF02480442 |
|---|
| Katalog-ID: |
OLC2086901569 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | OLC2086901569 | ||
| 003 | DE-627 | ||
| 005 | 20230401095642.0 | ||
| 007 | tu | ||
| 008 | 230302s1998 xx ||||| 00| ||eng c | ||
| 024 | 7 | |a 10.1007/BF02480442 |2 doi | |
| 035 | |a (DE-627)OLC2086901569 | ||
| 035 | |a (DE-He213)BF02480442-p | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 690 |q VZ |
| 100 | 1 | |a Schneider, U. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials |
| 264 | 1 | |c 1998 | |
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a ohne Hilfsmittel zu benutzen |b n |2 rdamedia | ||
| 338 | |a Band |b nc |2 rdacarrier | ||
| 500 | |a © RILEM 1998 | ||
| 520 | |a Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed. | ||
| 650 | 4 | |a Flexural Strength | |
| 650 | 4 | |a Stress Corrosion | |
| 650 | 4 | |a Cementitious Material | |
| 650 | 4 | |a High Strength Concrete | |
| 650 | 4 | |a Strength Model | |
| 700 | 1 | |a Chen, S. -W. |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Materials and structures |d Kluwer Academic Publishers, 1985 |g 31(1998), 10 vom: Dez., Seite 662-668 |w (DE-627)12938240X |w (DE-600)165630-2 |w (DE-576)014768240 |x 1359-5997 |7 nnns |
| 773 | 1 | 8 | |g volume:31 |g year:1998 |g number:10 |g month:12 |g pages:662-668 |
| 856 | 4 | 1 | |u https://doi.org/10.1007/BF02480442 |z lizenzpflichtig |3 Volltext |
| 912 | |a GBV_USEFLAG_A | ||
| 912 | |a SYSFLAG_A | ||
| 912 | |a GBV_OLC | ||
| 912 | |a SSG-OLC-UMW | ||
| 912 | |a SSG-OLC-ARC | ||
| 912 | |a SSG-OLC-TEC | ||
| 912 | |a GBV_ILN_23 | ||
| 912 | |a GBV_ILN_32 | ||
| 912 | |a GBV_ILN_63 | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_2006 | ||
| 912 | |a GBV_ILN_2014 | ||
| 912 | |a GBV_ILN_2016 | ||
| 912 | |a GBV_ILN_2057 | ||
| 912 | |a GBV_ILN_4046 | ||
| 912 | |a GBV_ILN_4700 | ||
| 951 | |a AR | ||
| 952 | |d 31 |j 1998 |e 10 |c 12 |h 662-668 | ||
| author_variant |
u s us s - c s- s-c |
|---|---|
| matchkey_str |
article:13595997:1998----::oeigneprclomlsoceiacroinnsrscroin |
| hierarchy_sort_str |
1998 |
| publishDate |
1998 |
| allfields |
10.1007/BF02480442 doi (DE-627)OLC2086901569 (DE-He213)BF02480442-p DE-627 ger DE-627 rakwb eng 690 VZ Schneider, U. verfasserin aut Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials 1998 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1998 Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed. Flexural Strength Stress Corrosion Cementitious Material High Strength Concrete Strength Model Chen, S. -W. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 31(1998), 10 vom: Dez., Seite 662-668 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:31 year:1998 number:10 month:12 pages:662-668 https://doi.org/10.1007/BF02480442 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 31 1998 10 12 662-668 |
| spelling |
10.1007/BF02480442 doi (DE-627)OLC2086901569 (DE-He213)BF02480442-p DE-627 ger DE-627 rakwb eng 690 VZ Schneider, U. verfasserin aut Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials 1998 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1998 Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed. Flexural Strength Stress Corrosion Cementitious Material High Strength Concrete Strength Model Chen, S. -W. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 31(1998), 10 vom: Dez., Seite 662-668 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:31 year:1998 number:10 month:12 pages:662-668 https://doi.org/10.1007/BF02480442 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 31 1998 10 12 662-668 |
| allfields_unstemmed |
10.1007/BF02480442 doi (DE-627)OLC2086901569 (DE-He213)BF02480442-p DE-627 ger DE-627 rakwb eng 690 VZ Schneider, U. verfasserin aut Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials 1998 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1998 Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed. Flexural Strength Stress Corrosion Cementitious Material High Strength Concrete Strength Model Chen, S. -W. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 31(1998), 10 vom: Dez., Seite 662-668 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:31 year:1998 number:10 month:12 pages:662-668 https://doi.org/10.1007/BF02480442 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 31 1998 10 12 662-668 |
| allfieldsGer |
10.1007/BF02480442 doi (DE-627)OLC2086901569 (DE-He213)BF02480442-p DE-627 ger DE-627 rakwb eng 690 VZ Schneider, U. verfasserin aut Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials 1998 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1998 Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed. Flexural Strength Stress Corrosion Cementitious Material High Strength Concrete Strength Model Chen, S. -W. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 31(1998), 10 vom: Dez., Seite 662-668 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:31 year:1998 number:10 month:12 pages:662-668 https://doi.org/10.1007/BF02480442 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 31 1998 10 12 662-668 |
| allfieldsSound |
10.1007/BF02480442 doi (DE-627)OLC2086901569 (DE-He213)BF02480442-p DE-627 ger DE-627 rakwb eng 690 VZ Schneider, U. verfasserin aut Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials 1998 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1998 Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed. Flexural Strength Stress Corrosion Cementitious Material High Strength Concrete Strength Model Chen, S. -W. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 31(1998), 10 vom: Dez., Seite 662-668 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:31 year:1998 number:10 month:12 pages:662-668 https://doi.org/10.1007/BF02480442 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 31 1998 10 12 662-668 |
| language |
English |
| source |
Enthalten in Materials and structures 31(1998), 10 vom: Dez., Seite 662-668 volume:31 year:1998 number:10 month:12 pages:662-668 |
| sourceStr |
Enthalten in Materials and structures 31(1998), 10 vom: Dez., Seite 662-668 volume:31 year:1998 number:10 month:12 pages:662-668 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Flexural Strength Stress Corrosion Cementitious Material High Strength Concrete Strength Model |
| dewey-raw |
690 |
| isfreeaccess_bool |
false |
| container_title |
Materials and structures |
| authorswithroles_txt_mv |
Schneider, U. @@aut@@ Chen, S. -W. @@aut@@ |
| publishDateDaySort_date |
1998-12-01T00:00:00Z |
| hierarchy_top_id |
12938240X |
| dewey-sort |
3690 |
| id |
OLC2086901569 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2086901569</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401095642.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">230302s1998 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/BF02480442</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2086901569</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)BF02480442-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Schneider, U.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1998</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© RILEM 1998</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Flexural Strength</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Stress Corrosion</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Cementitious Material</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">High Strength Concrete</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Strength Model</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chen, S. -W.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Materials and structures</subfield><subfield code="d">Kluwer Academic Publishers, 1985</subfield><subfield code="g">31(1998), 10 vom: Dez., Seite 662-668</subfield><subfield code="w">(DE-627)12938240X</subfield><subfield code="w">(DE-600)165630-2</subfield><subfield code="w">(DE-576)014768240</subfield><subfield code="x">1359-5997</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:31</subfield><subfield code="g">year:1998</subfield><subfield code="g">number:10</subfield><subfield code="g">month:12</subfield><subfield code="g">pages:662-668</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF02480442</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2006</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">31</subfield><subfield code="j">1998</subfield><subfield code="e">10</subfield><subfield code="c">12</subfield><subfield code="h">662-668</subfield></datafield></record></collection>
|
| author |
Schneider, U. |
| spellingShingle |
Schneider, U. ddc 690 misc Flexural Strength misc Stress Corrosion misc Cementitious Material misc High Strength Concrete misc Strength Model Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials |
| authorStr |
Schneider, U. |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)12938240X |
| format |
Article |
| dewey-ones |
690 - Buildings |
| delete_txt_mv |
keep |
| author_role |
aut aut |
| collection |
OLC |
| remote_str |
false |
| illustrated |
Not Illustrated |
| issn |
1359-5997 |
| topic_title |
690 VZ Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials Flexural Strength Stress Corrosion Cementitious Material High Strength Concrete Strength Model |
| topic |
ddc 690 misc Flexural Strength misc Stress Corrosion misc Cementitious Material misc High Strength Concrete misc Strength Model |
| topic_unstemmed |
ddc 690 misc Flexural Strength misc Stress Corrosion misc Cementitious Material misc High Strength Concrete misc Strength Model |
| topic_browse |
ddc 690 misc Flexural Strength misc Stress Corrosion misc Cementitious Material misc High Strength Concrete misc Strength Model |
| format_facet |
Aufsätze Gedruckte Aufsätze |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
nc |
| hierarchy_parent_title |
Materials and structures |
| hierarchy_parent_id |
12938240X |
| dewey-tens |
690 - Building & construction |
| hierarchy_top_title |
Materials and structures |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 |
| title |
Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials |
| ctrlnum |
(DE-627)OLC2086901569 (DE-He213)BF02480442-p |
| title_full |
Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials |
| author_sort |
Schneider, U. |
| journal |
Materials and structures |
| journalStr |
Materials and structures |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology |
| recordtype |
marc |
| publishDateSort |
1998 |
| contenttype_str_mv |
txt |
| container_start_page |
662 |
| author_browse |
Schneider, U. Chen, S. -W. |
| container_volume |
31 |
| class |
690 VZ |
| format_se |
Aufsätze |
| author-letter |
Schneider, U. |
| doi_str_mv |
10.1007/BF02480442 |
| dewey-full |
690 |
| title_sort |
modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials |
| title_auth |
Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials |
| abstract |
Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed. © RILEM 1998 |
| abstractGer |
Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed. © RILEM 1998 |
| abstract_unstemmed |
Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed. © RILEM 1998 |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 |
| container_issue |
10 |
| title_short |
Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials |
| url |
https://doi.org/10.1007/BF02480442 |
| remote_bool |
false |
| author2 |
Chen, S. -W. |
| author2Str |
Chen, S. -W. |
| ppnlink |
12938240X |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/BF02480442 |
| up_date |
2024-07-04T12:01:25.623Z |
| _version_ |
1803649795365011456 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2086901569</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401095642.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">230302s1998 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/BF02480442</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2086901569</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)BF02480442-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Schneider, U.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Modeling and empirical formulas for chemical corrosion and stress corrosion of cementitious materials</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1998</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© RILEM 1998</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abssract The behavior of mortar, ordinary concrete and high strength concrete under chemical corrosion and stress corrosion attacks is studied in the presented work. The specimens were immersed into a variety of chemical solutions, namely, 5% and 0.5% ammonium sulfate solutions, 10% and 1% ammonium nitrate solutions, and under different flexural loads with load levels of 30%, 40% and 50% of their initial flexural strengths, respectively. The strength development of the specimens was studied. The depth of penetration of the attacking ammonium nitrate ions was also determined. A synergy effect factor which describes the simultaneous actions of mechanical stresses and chemical attacks is defined in this paper. Consequently, a strength model for cementitious materials was developed, and new equations describing chemical corrosion and stress corrosion of cementitious materials,i.e. strength-time-curves, are proposed.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Flexural Strength</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Stress Corrosion</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Cementitious Material</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">High Strength Concrete</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Strength Model</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chen, S. -W.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Materials and structures</subfield><subfield code="d">Kluwer Academic Publishers, 1985</subfield><subfield code="g">31(1998), 10 vom: Dez., Seite 662-668</subfield><subfield code="w">(DE-627)12938240X</subfield><subfield code="w">(DE-600)165630-2</subfield><subfield code="w">(DE-576)014768240</subfield><subfield code="x">1359-5997</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:31</subfield><subfield code="g">year:1998</subfield><subfield code="g">number:10</subfield><subfield code="g">month:12</subfield><subfield code="g">pages:662-668</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF02480442</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2006</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">31</subfield><subfield code="j">1998</subfield><subfield code="e">10</subfield><subfield code="c">12</subfield><subfield code="h">662-668</subfield></datafield></record></collection>
|
| score |
7.4013777 |