Crack widths in base restrained walls subjected to restraint loading

•An FE-model for analyzing cracking in base restrained walls is developed.•The model is verified by comparing with previously performed full scale tests.•The model can be used to investigate crack widths due to restraint effects. Cracks in concrete structures can have a negative impact on durability...

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Vydané v:	Engineering structures Ročník 189; s. 272 - 285
Hlavní autori:	Gottsäter, Erik, Johansson, Morgan, Plos, Mario, Larsson Ivanov, Oskar
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Kidlington Elsevier Ltd 15.06.2019 Elsevier BV
Predmet:	Base restrained walls Bond-slip Building Technologies Civil Engineering Concrete Concrete structures Constraints Crack widths Cracks Engineering and Technology Finite element method Full scale tests Husbyggnad Motivation Nonlinear analysis Nonlinear FE-modeling Parameter sensitivity Reinforcement Restraint loading Samhällsbyggnadsteknik Shrinkage Stiffness Teknik Walls Concrete Bond-slip Restraint loading Nonlinear FE-modeling Crack widths Base restrained walls
ISSN:	0141-0296, 1873-7323, 1873-7323
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Abstract	•An FE-model for analyzing cracking in base restrained walls is developed.•The model is verified by comparing with previously performed full scale tests.•The model can be used to investigate crack widths due to restraint effects. Cracks in concrete structures can have a negative impact on durability and aesthetic appearance. It is therefore important to estimate crack widths before construction, and to use suitable reinforcement amounts to limit crack widths. Crack widths are however hard to predict in restrained structures, as cracking reduces the stiffness, which in turn reduces the restraint and thereby the amount of cracking. In this paper, nonlinear finite element analyses of cracking are performed on base restrained walls mainly subjected to shrinkage. A non-linear material model for concrete and a bond-slip relation for concrete – reinforcement interaction are used. The model does not include the hardening process of concrete but instead applies the load effects on mature concrete, and is validated by comparisons with test results from full scale tests performed in previous research. Additionally, a sensitivity study is made to investigate the influence of certain parameters on crack widths and crack patterns. The intention is to use the model in the development of a model to be used in design of concrete structures which takes restraint effects into account in an improved, yet a simplified way. The results show that the model gives realistic crack patterns, but that it tends to overestimate crack widths and the number of cracks obtained. Therefore, the model is considered to be acceptable.
AbstractList	Cracks in concrete structures can have a negative impact on durability and aesthetic appearance. It is therefore important to estimate crack widths before construction, and to use suitable reinforcement amounts to limit crack widths. Crack widths are however hard to predict in restrained structures, as cracking reduces the stiffness, which in turn reduces the restraint and thereby the amount of cracking. In this paper, nonlinear finite element analyses of cracking are performed on base restrained walls mainly subjected to shrinkage. A non-linear material model for concrete and a bond-slip relation for concrete – reinforcement interaction are used. The model does not include the hardening process of concrete but instead applies the load effects on mature concrete, and is validated by comparisons with test results from full scale tests performed in previous research. Additionally, a sensitivity study is made to investigate the influence of certain parameters on crack widths and crack patterns. The intention is to use the model in the development of a model to be used in design of concrete structures which takes restraint effects into account in an improved, yet a simplified way. The results show that the model gives realistic crack patterns, but that it tends to overestimate crack widths and the number of cracks obtained. Therefore, the model is considered to be acceptable. •An FE-model for analyzing cracking in base restrained walls is developed.•The model is verified by comparing with previously performed full scale tests.•The model can be used to investigate crack widths due to restraint effects. Cracks in concrete structures can have a negative impact on durability and aesthetic appearance. It is therefore important to estimate crack widths before construction, and to use suitable reinforcement amounts to limit crack widths. Crack widths are however hard to predict in restrained structures, as cracking reduces the stiffness, which in turn reduces the restraint and thereby the amount of cracking. In this paper, nonlinear finite element analyses of cracking are performed on base restrained walls mainly subjected to shrinkage. A non-linear material model for concrete and a bond-slip relation for concrete – reinforcement interaction are used. The model does not include the hardening process of concrete but instead applies the load effects on mature concrete, and is validated by comparisons with test results from full scale tests performed in previous research. Additionally, a sensitivity study is made to investigate the influence of certain parameters on crack widths and crack patterns. The intention is to use the model in the development of a model to be used in design of concrete structures which takes restraint effects into account in an improved, yet a simplified way. The results show that the model gives realistic crack patterns, but that it tends to overestimate crack widths and the number of cracks obtained. Therefore, the model is considered to be acceptable.
Author	Johansson, Morgan Gottsäter, Erik Larsson Ivanov, Oskar Plos, Mario
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Snippet	•An FE-model for analyzing cracking in base restrained walls is developed.•The model is verified by comparing with previously performed full scale tests.•The... Cracks in concrete structures can have a negative impact on durability and aesthetic appearance. It is therefore important to estimate crack widths before...
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SubjectTerms	Base restrained walls Bond-slip Building Technologies Civil Engineering Concrete Concrete structures Constraints Crack widths Cracks Engineering and Technology Finite element method Full scale tests Husbyggnad Motivation Nonlinear analysis Nonlinear FE-modeling Parameter sensitivity Reinforcement Restraint loading Samhällsbyggnadsteknik Shrinkage Stiffness Teknik Walls
Title	Crack widths in base restrained walls subjected to restraint loading
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