Assessment of Flexural Behavior of Pultruded GFRP Laminates for Bridge Deck Applications

被引:3
|
作者
Zhang, Youyou [1 ]
Mosallam, Ayman [2 ]
Liu, Yuqing [3 ]
Sun, Yun [3 ]
Xin, Haohui [4 ]
He, Jun [5 ]
机构
[1] Univ Calif Davis, Dept Civil & Environm Engn, Davis, CA 95616 USA
[2] Univ Calif Irvine, Dept Civil & Environm Engn, Irvine, CA USA
[3] Tongji Univ, Dept Bridge Engn, Shanghai, Peoples R China
[4] Delft Univ Technol, Fac Civil Engn & Geosci, Delft, Netherlands
[5] Changsha Univ Sci Technol, Sch Civil Engn, Changsha, Hunan, Peoples R China
关键词
WEB-FLANGE JUNCTIONS; PROFILES;
D O I
10.1155/2019/6751636
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study, flexural behaviors of the pultruded composite laminate were evaluated through experiments and theoretical analysis. Three-point flexural tests were performed for pultruded specimens. The typical failure mode for the longitudinal flexural specimens was local crush on the top surface accompanied with local cracks on the bottom surface at midspan. For the transverse tests, the specimens presented a failure pattern with local cracks initiated and propagated at both the top and bottom sides at the midspan. Theoretical analysis, based on micromechanics and macromechanics, was performed to predict flexural deformation and stress distribution of the pultruded laminate beam. Based on the continuum damage model proposed by the authors, this paper mainly investigates the flexural behavior and failure pattern of pultruded lamination. The theoretical and finite element results agreed well with the test results. The results can provide a reference for the design of the structural pultruded modular systems.
引用
收藏
页数:11
相关论文
共 50 条
  • [31] Flexural performance of hybrid beams made of glass and pultruded GFRP
    Speranzini, E.
    Agnetti, S.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2015, 94 : 249 - 262
  • [32] Flexural behaviour of pultruded GFRP beams infilled with HVFA ECC
    Yoganantham, C.
    Joanna, P. S.
    [J]. MATERIALS TODAY-PROCEEDINGS, 2021, 45 : 5978 - 5981
  • [33] Flexural Behavior of Prefabricated RC Bridge Deck with Different Joint Materials
    Zhao, Xiaoming
    Xiang, Wei
    Yang, Yaofeng
    Wang, Ying
    Tao, Jing
    Huang, Jinju
    Zhao, Qiu
    Xiao, Feng
    [J]. BUILDINGS, 2023, 13 (06)
  • [34] Flexural behavior of a hybrid FRP and lightweight concrete sandwich bridge deck
    Keller, Thomas
    Schaumann, Erika
    Vallee, Till
    [J]. COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2007, 38 (03) : 879 - 889
  • [35] FLEXURAL BEHAVIOR OF HYBRID FRP-CONCRETE BRIDGE DECK SYSTEMS
    Zhang, Yin
    Guo, Tao
    Cai, C. S.
    Nie, Jianguo
    [J]. INTERNATIONAL SYMPOSIUM ON LIFE-CYCLE PERFORMANCE OF BRIDGES AND STRUCTURES, 2010, : 412 - 416
  • [36] Flexural behavior of UHPC wet joints for precast bridge deck panels
    Jia, Junfeng
    Ren, Zhangdi
    Li, Jian
    Li, Bin
    Yan, Xingfei
    Wang, Yuguo
    Hu, Menghan
    [J]. Structures, 2024, 70
  • [37] Flexural creep response of pultruded GFRP deck panels: Proposal for obtaining full-section viscoelastic moduli and creep coefficients
    Sa, Mario F.
    Gomes, Augusto M.
    Correia, Joao R.
    Silvestre, Nuno
    [J]. COMPOSITES PART B-ENGINEERING, 2016, 98 : 213 - 224
  • [38] An experimental study on static behavior of a GFRP bridge deck filled with a polyurethane foam
    Zi, Goangseup
    Kim, Byeong Min
    Hwang, Yoon Koog
    Lee, Young Ho
    [J]. COMPOSITE STRUCTURES, 2008, 82 (02) : 257 - 268
  • [39] Serviceability assessment of a pedestrian bridge: Concrete vs. GFRP composite deck
    Drygala, I. J.
    Dulinska, J. M.
    Ciura, R.
    [J]. ADVANCES IN ENGINEERING MATERIALS, STRUCTURES AND SYSTEMS: INNOVATIONS, MECHANICS AND APPLICATIONS, 2019, : 144 - 149
  • [40] Pilot test on a developed GFRP bridge deck
    Park, KT
    Kim, SH
    Lee, YH
    Hwang, YK
    [J]. COMPOSITE STRUCTURES, 2005, 70 (01) : 48 - 59