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Evaluation on the Plastic Moment of Composite Beam under Positive Bending

机译:正弯作用下组合梁塑性弯矩的评估

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摘要

In the current design code, strength of composite beam under positive bending is excessively evaluated. Though present design code is appropriate to avoid making a weak column mechanism, it is improper to evaluate the struc ture performance of composite beam accurately. In this paper, based on the date base of experiments, strength of composite beam under positive bending is evaluated.
机译:在当前的设计规范中,过度评估了正弯曲下的复合梁的强度。尽管目前的设计规范适合避免形成较弱的柱机制,但不正确地评估复合梁的结构性能是不合适的。本文以试验数据为依据,对复合材料梁在正弯作用下的强度进行了评估。

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