GFRP空心板静载试验研究及分析

冯鹏; 叶列平

doi:10.13204/j.gyjz200404004

GFRP空心板静载试验研究及分析

doi: 10.13204/j.gyjz200404004

冯鹏,
叶列平

1.
清华大学土木工程系北京 100084

基金项目:

国家自然科学重点基金项目(编号:50238030);国家863计划项目(编号:2001AA336010)资助

详细信息

作者简介:
冯鹏男 1977年10月出生博士研究生

中图分类号: TU399
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- 被引次数: 0
出版历程
- 收稿日期: 2003-07-20
- 刊出日期: 2004-04-20

ANALYSIS AND EXPERIMENTAL STUDY OF STATICALLY LOADED GFRP HOLLOW SLAB

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

摘要

摘要: 通过玻璃纤维增强复合材料(GFRP)拉挤空心板的静载试验，研究了其受力性能、变形、应力分布和破坏特征，并与有限元数值模拟的结果进行了对比。根据试验和分析结果，针对FRP材料各向异性、拉压不同的特点，提出了按受力状态划分截面取加权平均来计算等效截面刚度的简化方法。还根据板中应变分布与发展的特点，对构件的局部屈曲和强度破坏两种破坏机理进行了分析，为FRP空心板的设计与应用提供了依据。
- FRP /
- 空心板 /
- 拉挤成型 /
- 各向异性材料 /
- 桥面板
Abstract: Fiber reinforced polymer(FRP) hollow slab is an innovated structural element applied to structure engineering recently.It has a considerable future application in civil engineering due to its favorable properties, such as light weight, corrosion resistance and rapid construction.It can be used in industrial mill buildings, floors, footbridges, bridges and their enclosures.The behavior of simple supported pultruded glass fiber reinforced polymer(GFRP) hollow slab is studied through a static loading test and finite element analysis.The deflection, the distribution of strain and the ultimate failure of the slab are analyzed.Base on the results, a simplified approach to determine the equivalent stiffness of FRP hollow slab that is the area-weighted mean depended on the section characteristic is presented.It considers the anisotropy and the different elastic modules of tension, bend and compression of FRP.The local buckling failure mode and the strength failure mode of the FRP deck are simulated, which provides a basis for the design and application of FRP hollow slab.
- FRP /
- hollow slab /
- pultrusion /
- anisotropic material /
- bridge deck

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参考文献(11)

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[8] Temele A B. Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. M. S.Thesis Virginia Polytechnic Institute and State University, 2001

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