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.
引用
收藏
页码:388 / 394
页数:7
相关论文
共 50 条
  • [31] Structural Performance Improvement of Reinforced Concrete Beams by Strain-Hardening Cementitious Composite Layers
    Khan, M. Iqbal
    Sial, Sardar Umer
    Abbas, Yassir M. M.
    Fares, Galal
    MATERIALS, 2023, 16 (14)
  • [32] A CONVERGENT BOUNDING PRINCIPLE FOR A CLASS OF ELASTOPLASTIC STRAIN-HARDENING SOLIDS
    POLIZZOTTO, C
    INTERNATIONAL JOURNAL OF PLASTICITY, 1986, 2 (04) : 359 - 370
  • [33] On shakedown of three-dimensional elastoplastic strain-hardening structures
    Feng, XQ
    Liu, XS
    INTERNATIONAL JOURNAL OF PLASTICITY, 1996, 12 (10) : 1241 - 1256
  • [34] Development of self-compacting strain-hardening cementitious composites by varying fly ash content
    Lin, Chang
    Kayali, Obada
    Morozov, Evgeny V.
    Sharp, David J.
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 149 : 103 - 110
  • [35] A finite elastoplastic constitutive formulation with new co-rotational stress-rate and strain-hardening rule
    Xia, Z
    Ellyin, F
    JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1995, 62 (03): : 733 - 739
  • [36] Flexural behavior of fire-damaged concrete beams repaired with strain-hardening cementitious composite
    Li, Xiuling
    Lu, Xi
    Qi, Jianan
    Bao, Yi
    ENGINEERING STRUCTURES, 2022, 261
  • [37] Seismic performance of pseudo strain-hardening cementitious composite coupling beams with different reinforcement details
    Park, Wan-Shin
    Yun, Hyun-Do
    COMPOSITES PART B-ENGINEERING, 2011, 42 (06) : 1427 - 1445
  • [38] EXPERIMENTAL. RESEARCH ON SHEAR BEHAVIORS OF REINFORCED STRAIN-HARDENING CEMENTITIOUS COMPOSITE (RSHCC) BEAM
    Hou, Lijun
    Liu, Zihan
    Xu, Shilang
    Chen, Da
    PROCEEDINGS OF THE THIRTEENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS 1 AND II, 2014, : 56 - 65
  • [39] Behavior Investigation of Reinforced Concrete Members with Flexural Strengthening Using Strain-Hardening Cementitious Composite
    Zhang, Yongxing
    Ueda, Naoshi
    Nakamura, Hikaru
    Kunieda, Minoru
    ACI STRUCTURAL JOURNAL, 2017, 114 (02) : 417 - 426
  • [40] The Seismic Behavior of Pseudo Strain-Hardening Cemetitious Composites Coupling Beams with Polyvinyl Alcohol Fiber
    Park, Wan-Shin
    Eom, Nam-Yong
    Kim, Sun-Woong
    Jang, Young-Il
    Yun, Hyun-Do
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 2119 - +