Restrained cracking failure behavior of concrete due to temperature and shrinkage
•Restrained cracking for concrete is determined by stress and strain together.•The restrained cracking has a lower failure stress and larger failure strain.•A combined stress–strain failure criterion for concrete restrained cracking. The failure behavior of restrained cracking induced by temperature...
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| Published in | Construction & building materials Vol. 244; p. 118318 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
30.05.2020
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| Subjects | |
| Online Access | Get full text |
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| Abstract | •Restrained cracking for concrete is determined by stress and strain together.•The restrained cracking has a lower failure stress and larger failure strain.•A combined stress–strain failure criterion for concrete restrained cracking.
The failure behavior of restrained cracking induced by temperature and/or shrinkage differs from that of direct tensile failure. To study the restrained cracking behavior and criterion, a self-developed temperature stress testing machine (TSTM) was utilized and found to have good performance when examining concentric deformation and reproducibility. Restrained cracking experiments were performed considering different mixtures, temperature histories, shrinkages, and loading ages. The results indicated that concrete would crack when the restrained tensile stress exceeded 76% of the direct tensile strength, while the failure strain was 103%–137% of the tensile strain capacity. A combined stress–strain failure criterion was proposed under the assumption of linearity, and the prediction errors range from −7.61% to 12.89%. The proposed criterion will aid evaluations of the safety of restrained concrete. |
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| AbstractList | •Restrained cracking for concrete is determined by stress and strain together.•The restrained cracking has a lower failure stress and larger failure strain.•A combined stress–strain failure criterion for concrete restrained cracking.
The failure behavior of restrained cracking induced by temperature and/or shrinkage differs from that of direct tensile failure. To study the restrained cracking behavior and criterion, a self-developed temperature stress testing machine (TSTM) was utilized and found to have good performance when examining concentric deformation and reproducibility. Restrained cracking experiments were performed considering different mixtures, temperature histories, shrinkages, and loading ages. The results indicated that concrete would crack when the restrained tensile stress exceeded 76% of the direct tensile strength, while the failure strain was 103%–137% of the tensile strain capacity. A combined stress–strain failure criterion was proposed under the assumption of linearity, and the prediction errors range from −7.61% to 12.89%. The proposed criterion will aid evaluations of the safety of restrained concrete. |
| ArticleNumber | 118318 |
| Author | Li, Qingbin Zhu, He Hu, Yu Ma, Rui |
| Author_xml | – sequence: 1 givenname: He surname: Zhu fullname: Zhu, He email: zhuhe14@tsinghua.org.cn – sequence: 2 givenname: Yu surname: Hu fullname: Hu, Yu email: yu-hu@tsinghua.edu.cn – sequence: 3 givenname: Qingbin surname: Li fullname: Li, Qingbin email: qingbinli@tsinghua.edu.cn – sequence: 4 givenname: Rui surname: Ma fullname: Ma, Rui email: marui14@tsinghua.org.cn |
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