钢筋砼短梁正截面受力性能的非线性有限元分析

ANALYSIS WITH NON-LINEAR FINITE ELENENT METHED OF RC SHORT BEAM IN FLEXURE

本文采用非线弹性有限元方法。对钢筋砼短梁正截面受力性能进行分析，分析结果与试验结果进行比较，符合程度良好，表明该方法可作为短梁的力学分析的良好手段。

In this parer, 6 experimental short beams are analyzed with non-linear finite element method,with resultS in good conformation with experimentS. It indicated that the non-linear finite element method is a good auxilary means for test.