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圆形截面杆纯弯曲回弹弯矩的计算
引用本文:刘金武,文彬,贺永祥.圆形截面杆纯弯曲回弹弯矩的计算[J].湖南工程学院学报(自然科学版),2001,11(2):30-33.
作者姓名:刘金武  文彬  贺永祥
作者单位:湖南工程学院机械工程系,湖南,湘潭,411101
摘    要:分析了圆形截面梁(杆)弹塑性纯弯曲回弹应力应变的变化过程,利用回弹应力应变函数、平衡条件和变形协调条件求出回弹曲率(公式4]及回弹弯矩(公式5])。发现经典纯弯曲理论把塑性弯曲时回弹弯矩定义成弹塑性弯矩,在回弹计算时存在较大理论误差。

关 键 词:弹塑性  纯弯曲  回弹曲率  回弹弯矩  圆形截面杆
文章编号:1671-119X(2001)02-0030-04
修稿时间:2000年6月20日

Calculation of Re-spring Bending Moment for Beams of Circular Section
LIU Jin-wu,WEN Bin,HE Yong-xiang.Calculation of Re-spring Bending Moment for Beams of Circular Section[J].Journal of Hunan Institute of Engineering(Natural Science Edition),2001,11(2):30-33.
Authors:LIU Jin-wu  WEN Bin  HE Yong-xiang
Abstract:This paper analyzes the changing process of the stress and the strain of pure plastic bending re-spring for beams of circular section.According to the function on stress and strain of re-spring,the condition of the balance of force and the coordination of deform,calculating for mulas ?of re-spring curve and re-spring bending moment are inferred.The result shows that there is more tolerance of theory between the formulaand the method of taking elastic-plastic bending moment as re-spring bending moment according to the classically pure bending theory.
Keywords:elastic-plastic  pure bending  curve of re-spring  bending moment of re-spring  
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