Investigation on early-age cracking resistance of basalt-polypropylene fiber reinforced concrete in restrained ring tests
The restrained shrinkage deformation of concrete structures at an early age is the main reason for cracking. Basalt-polypropylene fiber can reduce the shrinkage strain and cracking potential of concrete effectively. Investigation on cracking resistance of basalt-polypropylene fiber reinforced concre...
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| Published in | Journal of Building Engineering Vol. 70; p. 106155 |
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| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.07.2023
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| Subjects | |
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| Abstract | The restrained shrinkage deformation of concrete structures at an early age is the main reason for cracking. Basalt-polypropylene fiber can reduce the shrinkage strain and cracking potential of concrete effectively. Investigation on cracking resistance of basalt-polypropylene fiber reinforced concrete (BPFRC) at early age by restrained ring test remain lacking. This study conducted free shrinkage test and restrained shrinkage test to analysis the early-age cracking resistance of BPFRC. The experimental results showed that incorporating basalt fiber and polypropylene fiber into concrete could decrease the free shrinkage and restrained shrinkage of concrete matrix and reduce the maximum theoretical elastic stress, actual maximum residual stress and relaxed stress, among which, the better positive effect was achieved when basalt fiber and polypropylene fiber hybridized. A numerical finite element simulation model was successfully carried out to predict the time-dependent maximum tensile stress in the concrete ring. Importantly, the damage evaluation of restrained shrinkage concrete ring was investigated based on the relations of the compressive (dc) and tensile (dt) damage factors with inelastic strains of BPFRC proposed in this paper, and a good agreement between simulation and experimental test had been observed. The findings in this study would promote the development and application of BPFRC.
•The corrugated macro polypropylene fiber and basalt fiber were hybridized into concrete for restrained ring test.•Establishing the constitutive model of basalt-polypropylene fiber reinforced concrete.•Predicting the time-dependent maximum tensile stress and exploring the damage evolution in the restrained concrete ring. |
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| AbstractList | The restrained shrinkage deformation of concrete structures at an early age is the main reason for cracking. Basalt-polypropylene fiber can reduce the shrinkage strain and cracking potential of concrete effectively. Investigation on cracking resistance of basalt-polypropylene fiber reinforced concrete (BPFRC) at early age by restrained ring test remain lacking. This study conducted free shrinkage test and restrained shrinkage test to analysis the early-age cracking resistance of BPFRC. The experimental results showed that incorporating basalt fiber and polypropylene fiber into concrete could decrease the free shrinkage and restrained shrinkage of concrete matrix and reduce the maximum theoretical elastic stress, actual maximum residual stress and relaxed stress, among which, the better positive effect was achieved when basalt fiber and polypropylene fiber hybridized. A numerical finite element simulation model was successfully carried out to predict the time-dependent maximum tensile stress in the concrete ring. Importantly, the damage evaluation of restrained shrinkage concrete ring was investigated based on the relations of the compressive (dc) and tensile (dt) damage factors with inelastic strains of BPFRC proposed in this paper, and a good agreement between simulation and experimental test had been observed. The findings in this study would promote the development and application of BPFRC.
•The corrugated macro polypropylene fiber and basalt fiber were hybridized into concrete for restrained ring test.•Establishing the constitutive model of basalt-polypropylene fiber reinforced concrete.•Predicting the time-dependent maximum tensile stress and exploring the damage evolution in the restrained concrete ring. |
| ArticleNumber | 106155 |
| Author | Zhou, Chuanhua Zhong, Zuliang Mao, Jinwang Liang, Ninghui Liu, Xinrong |
| Author_xml | – sequence: 1 givenname: Jinwang surname: Mao fullname: Mao, Jinwang organization: School of Civil Engineering, Chongqing University, Chongqing, 400045, China – sequence: 2 givenname: Ninghui orcidid: 0000-0002-5265-1820 surname: Liang fullname: Liang, Ninghui email: liangninghui0705@163.com organization: School of Civil Engineering, Chongqing University, Chongqing, 400045, China – sequence: 3 givenname: Xinrong surname: Liu fullname: Liu, Xinrong email: liuxrong@126.com organization: School of Civil Engineering, Chongqing University, Chongqing, 400045, China – sequence: 4 givenname: Zuliang surname: Zhong fullname: Zhong, Zuliang organization: School of Civil Engineering, Chongqing University, Chongqing, 400045, China – sequence: 5 givenname: Chuanhua surname: Zhou fullname: Zhou, Chuanhua organization: CCCC Road&Bridge South Engineering Co., Ltd, Chongqing, 401121, China |
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| Keywords | Numerical simulation Cracking resistance Restrained ring test Early age Basalt-polypropylene fiber reinforced concrete |
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