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.
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页数:11
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