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Bilinear elastoplastic constitutive model with polyvinyl alcohol content for strain-hardening cementitious composite
被引:5
作者:
Zhang, Chuanchuan
[1
,2
]
Yang, Xinhua
[1
,3
]
机构:
[1] Huazhong Univ Sci & Technol, Sch Civil Engn & Mech, Wuhan 430074, Hubei, Peoples R China
[2] Shanxi Transportat Res Inst Co Ltd, Key Lab Highway Construct & Maintenance Technol L, Taiyuan 030006, Shanxi, Peoples R China
[3] Hubei Key Lab Engn Struct Anal & Safety Assessmen, 1037 Luoyu Rd, Wuhan 430074, Hubei, Peoples R China
基金:
中国国家自然科学基金;
关键词:
SHCC pipe;
Constitutive model;
PVA content;
Deformation response;
REINFORCED-CONCRETE;
FIBER;
PIPES;
PERFORMANCE;
DESIGN;
STRENGTH;
BEHAVIOR;
CRACKING;
LOAD;
ECC;
D O I:
10.1016/j.conbuildmat.2019.03.113
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
Strain-hardening cementitious composite (SHCC) exhibits good tensile hardening performance and polyvinyl alcohol (PVA) content has a significant effect on its tensile properties. A bilinear elastoplastic constitutive model with the PVA content is proposed for SHCC and validated by comparison with the experimental data available in the open literature. In order to quantitatively evaluate the PVA content effect, the deformation responses of SHCC pipes with various volume fractions of PVA fiber not larger than 2.00% to the three-edge-bearing load were numerically simulated. It is found that both the ultimate load and the maximum plastic energy of SHCC pipe can be remarkably enhanced by adding PVA fibers. Moreover, compared to the fiber content less than 1%, they are improved more obviously when the fiber content is greater than 1%. Accordingly, higher fiber volume fraction has a better modification effect on the structural performance of SHCC pipe. In addition, the conventional steel reinforcement can be replaced with the PVA fiber reinforcement when the volume fraction of PVA fibers is greater than 1.25%. (C) 2019 Published by Elsevier Ltd.
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页码:388 / 394
页数:7
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