GFRP工字钢梁双轴弯曲的高阶效应

Zia Razzaq, Faridoon Z. Razzaq
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引用次数: 0

摘要

对受双轴弯矩作用的玻璃纤维增强聚合物(GFRP)梁进行了理论研究,重点研究了高阶效应对最大法向应力的影响。结果表明,当考虑诱导扭转效应时,双轴弯曲加载会导致GFRP梁的最大法向应力急剧增加。研究表明,传统的一阶理论严重低估了玻璃钢梁的最大法向应力。基于高阶理论的数值计算结果(该理论也考虑了诱导翘曲法向应力),发现最大法向应力比一阶理论所确定的大两到三倍。
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Higher-Order Effects in Biaxial Flexure of GFRP I-Section Beams
A theoretical study of Glass Fiber Reinforced Polymer (GFRP) beams subjected to biaxial bending moments is presented with a focus on the influence of higher-order effects on maximum normal stresses. It is shown that the biaxial bending type of loading causes a dramatic increase in the maximum normal stress for a GFRP beam when induced torsional effects are included. The study demonstrates that the traditional first-order theory can grossly underestimate the maximum normal stress in a GFRP beam. Based on the numerical results presented using a higher-order theory which also accounts for induced warping normal stresses, the maximum normal stress is found to be about two to three times larger than that determined using the first-order theory.
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