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Evaluation on the Plastic Moment of Composite Beam under Positive Bending

机译:积极弯曲下复合梁塑性力矩的评价

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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:在当前的设计代码中,过度弯曲下复合光束的强度过度评估。虽然存在的设计代码适合避免制造弱柱机构,但是精确地评估复合梁的结构性能是不合计的。本文基于实验的日期基础,评价阳性弯曲下的复合梁强度。

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