Prediction of moisture curling of concrete slab
Abstract Moisture curling occurs due to non-uniform moisture distribution in a concrete slab. The curled geometry and self-weight of the slab induce undesirable high stress region near the drying surface, and may cause cracks when external wheel loadings are applied. Therefore, alleviating the degre...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Lee, Chang Joon [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2010 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 2010 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Springer Netherlands, 1985, 44(2010), 4 vom: 21. Sept., Seite 787-803 |
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| Übergeordnetes Werk: |
volume:44 ; year:2010 ; number:4 ; day:21 ; month:09 ; pages:787-803 |
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| DOI / URN: |
10.1617/s11527-010-9665-x |
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OLC2086921306 |
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| 520 | |a Abstract Moisture curling occurs due to non-uniform moisture distribution in a concrete slab. The curled geometry and self-weight of the slab induce undesirable high stress region near the drying surface, and may cause cracks when external wheel loadings are applied. Therefore, alleviating the degree of curling is an important issue in pavement design, and a proper prediction scheme is essential in design process. In this paper, a systematic procedure for predicting moisture curling of slab is presented including material model description, material model calibration, and finite element simulation. The study employs a material model describing elastic response, creep, drying shrinkage, and thermal expansions. The material model is incorporated into a finite element analysis (FEA) code ICON developed at University of Illinois. The material model and prediction scheme were validated with the experimental result of a single slab moisture curling test conducted at the National Airport Pavement Test Facility (NAPTF). | ||
| 650 | 4 | |a Concrete slab curling | |
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10.1617/s11527-010-9665-x doi (DE-627)OLC2086921306 (DE-He213)s11527-010-9665-x-p DE-627 ger DE-627 rakwb eng 690 VZ Lee, Chang Joon verfasserin aut Prediction of moisture curling of concrete slab 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2010 Abstract Moisture curling occurs due to non-uniform moisture distribution in a concrete slab. The curled geometry and self-weight of the slab induce undesirable high stress region near the drying surface, and may cause cracks when external wheel loadings are applied. Therefore, alleviating the degree of curling is an important issue in pavement design, and a proper prediction scheme is essential in design process. In this paper, a systematic procedure for predicting moisture curling of slab is presented including material model description, material model calibration, and finite element simulation. The study employs a material model describing elastic response, creep, drying shrinkage, and thermal expansions. The material model is incorporated into a finite element analysis (FEA) code ICON developed at University of Illinois. The material model and prediction scheme were validated with the experimental result of a single slab moisture curling test conducted at the National Airport Pavement Test Facility (NAPTF). Concrete slab curling Finite element analysis Drying shrinkage Creep Lange, David A. aut Liu, Yi-Shi aut Enthalten in Materials and structures Springer Netherlands, 1985 44(2010), 4 vom: 21. Sept., Seite 787-803 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:44 year:2010 number:4 day:21 month:09 pages:787-803 https://doi.org/10.1617/s11527-010-9665-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 44 2010 4 21 09 787-803 |
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10.1617/s11527-010-9665-x doi (DE-627)OLC2086921306 (DE-He213)s11527-010-9665-x-p DE-627 ger DE-627 rakwb eng 690 VZ Lee, Chang Joon verfasserin aut Prediction of moisture curling of concrete slab 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2010 Abstract Moisture curling occurs due to non-uniform moisture distribution in a concrete slab. The curled geometry and self-weight of the slab induce undesirable high stress region near the drying surface, and may cause cracks when external wheel loadings are applied. Therefore, alleviating the degree of curling is an important issue in pavement design, and a proper prediction scheme is essential in design process. In this paper, a systematic procedure for predicting moisture curling of slab is presented including material model description, material model calibration, and finite element simulation. The study employs a material model describing elastic response, creep, drying shrinkage, and thermal expansions. The material model is incorporated into a finite element analysis (FEA) code ICON developed at University of Illinois. The material model and prediction scheme were validated with the experimental result of a single slab moisture curling test conducted at the National Airport Pavement Test Facility (NAPTF). Concrete slab curling Finite element analysis Drying shrinkage Creep Lange, David A. aut Liu, Yi-Shi aut Enthalten in Materials and structures Springer Netherlands, 1985 44(2010), 4 vom: 21. Sept., Seite 787-803 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:44 year:2010 number:4 day:21 month:09 pages:787-803 https://doi.org/10.1617/s11527-010-9665-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 44 2010 4 21 09 787-803 |
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10.1617/s11527-010-9665-x doi (DE-627)OLC2086921306 (DE-He213)s11527-010-9665-x-p DE-627 ger DE-627 rakwb eng 690 VZ Lee, Chang Joon verfasserin aut Prediction of moisture curling of concrete slab 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2010 Abstract Moisture curling occurs due to non-uniform moisture distribution in a concrete slab. The curled geometry and self-weight of the slab induce undesirable high stress region near the drying surface, and may cause cracks when external wheel loadings are applied. Therefore, alleviating the degree of curling is an important issue in pavement design, and a proper prediction scheme is essential in design process. In this paper, a systematic procedure for predicting moisture curling of slab is presented including material model description, material model calibration, and finite element simulation. The study employs a material model describing elastic response, creep, drying shrinkage, and thermal expansions. The material model is incorporated into a finite element analysis (FEA) code ICON developed at University of Illinois. The material model and prediction scheme were validated with the experimental result of a single slab moisture curling test conducted at the National Airport Pavement Test Facility (NAPTF). Concrete slab curling Finite element analysis Drying shrinkage Creep Lange, David A. aut Liu, Yi-Shi aut Enthalten in Materials and structures Springer Netherlands, 1985 44(2010), 4 vom: 21. Sept., Seite 787-803 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:44 year:2010 number:4 day:21 month:09 pages:787-803 https://doi.org/10.1617/s11527-010-9665-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 44 2010 4 21 09 787-803 |
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10.1617/s11527-010-9665-x doi (DE-627)OLC2086921306 (DE-He213)s11527-010-9665-x-p DE-627 ger DE-627 rakwb eng 690 VZ Lee, Chang Joon verfasserin aut Prediction of moisture curling of concrete slab 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2010 Abstract Moisture curling occurs due to non-uniform moisture distribution in a concrete slab. The curled geometry and self-weight of the slab induce undesirable high stress region near the drying surface, and may cause cracks when external wheel loadings are applied. Therefore, alleviating the degree of curling is an important issue in pavement design, and a proper prediction scheme is essential in design process. In this paper, a systematic procedure for predicting moisture curling of slab is presented including material model description, material model calibration, and finite element simulation. The study employs a material model describing elastic response, creep, drying shrinkage, and thermal expansions. The material model is incorporated into a finite element analysis (FEA) code ICON developed at University of Illinois. The material model and prediction scheme were validated with the experimental result of a single slab moisture curling test conducted at the National Airport Pavement Test Facility (NAPTF). Concrete slab curling Finite element analysis Drying shrinkage Creep Lange, David A. aut Liu, Yi-Shi aut Enthalten in Materials and structures Springer Netherlands, 1985 44(2010), 4 vom: 21. Sept., Seite 787-803 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:44 year:2010 number:4 day:21 month:09 pages:787-803 https://doi.org/10.1617/s11527-010-9665-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 44 2010 4 21 09 787-803 |
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10.1617/s11527-010-9665-x doi (DE-627)OLC2086921306 (DE-He213)s11527-010-9665-x-p DE-627 ger DE-627 rakwb eng 690 VZ Lee, Chang Joon verfasserin aut Prediction of moisture curling of concrete slab 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2010 Abstract Moisture curling occurs due to non-uniform moisture distribution in a concrete slab. The curled geometry and self-weight of the slab induce undesirable high stress region near the drying surface, and may cause cracks when external wheel loadings are applied. Therefore, alleviating the degree of curling is an important issue in pavement design, and a proper prediction scheme is essential in design process. In this paper, a systematic procedure for predicting moisture curling of slab is presented including material model description, material model calibration, and finite element simulation. The study employs a material model describing elastic response, creep, drying shrinkage, and thermal expansions. The material model is incorporated into a finite element analysis (FEA) code ICON developed at University of Illinois. The material model and prediction scheme were validated with the experimental result of a single slab moisture curling test conducted at the National Airport Pavement Test Facility (NAPTF). Concrete slab curling Finite element analysis Drying shrinkage Creep Lange, David A. aut Liu, Yi-Shi aut Enthalten in Materials and structures Springer Netherlands, 1985 44(2010), 4 vom: 21. Sept., Seite 787-803 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:44 year:2010 number:4 day:21 month:09 pages:787-803 https://doi.org/10.1617/s11527-010-9665-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 44 2010 4 21 09 787-803 |
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Abstract Moisture curling occurs due to non-uniform moisture distribution in a concrete slab. The curled geometry and self-weight of the slab induce undesirable high stress region near the drying surface, and may cause cracks when external wheel loadings are applied. Therefore, alleviating the degree of curling is an important issue in pavement design, and a proper prediction scheme is essential in design process. In this paper, a systematic procedure for predicting moisture curling of slab is presented including material model description, material model calibration, and finite element simulation. The study employs a material model describing elastic response, creep, drying shrinkage, and thermal expansions. The material model is incorporated into a finite element analysis (FEA) code ICON developed at University of Illinois. The material model and prediction scheme were validated with the experimental result of a single slab moisture curling test conducted at the National Airport Pavement Test Facility (NAPTF). © RILEM 2010 |
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Abstract Moisture curling occurs due to non-uniform moisture distribution in a concrete slab. The curled geometry and self-weight of the slab induce undesirable high stress region near the drying surface, and may cause cracks when external wheel loadings are applied. Therefore, alleviating the degree of curling is an important issue in pavement design, and a proper prediction scheme is essential in design process. In this paper, a systematic procedure for predicting moisture curling of slab is presented including material model description, material model calibration, and finite element simulation. The study employs a material model describing elastic response, creep, drying shrinkage, and thermal expansions. The material model is incorporated into a finite element analysis (FEA) code ICON developed at University of Illinois. The material model and prediction scheme were validated with the experimental result of a single slab moisture curling test conducted at the National Airport Pavement Test Facility (NAPTF). © RILEM 2010 |
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Abstract Moisture curling occurs due to non-uniform moisture distribution in a concrete slab. The curled geometry and self-weight of the slab induce undesirable high stress region near the drying surface, and may cause cracks when external wheel loadings are applied. Therefore, alleviating the degree of curling is an important issue in pavement design, and a proper prediction scheme is essential in design process. In this paper, a systematic procedure for predicting moisture curling of slab is presented including material model description, material model calibration, and finite element simulation. The study employs a material model describing elastic response, creep, drying shrinkage, and thermal expansions. The material model is incorporated into a finite element analysis (FEA) code ICON developed at University of Illinois. The material model and prediction scheme were validated with the experimental result of a single slab moisture curling test conducted at the National Airport Pavement Test Facility (NAPTF). © RILEM 2010 |
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| title_short |
Prediction of moisture curling of concrete slab |
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https://doi.org/10.1617/s11527-010-9665-x |
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Lange, David A. Liu, Yi-Shi |
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