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楔形变截面压杆绕弱轴的弹塑性稳定
引用本文:童根树,陈婷,符刚.楔形变截面压杆绕弱轴的弹塑性稳定[J].钢结构,2003,18(5):5-7.
作者姓名:童根树  陈婷  符刚
作者单位:浙江大学,杭州,310027
摘    要:主要研究了楔形变截面压杆绕弱轴的弹塑性弯曲失稳。提出了以大头截面为计算截面的压杆极限荷载计算公式。

关 键 词:楔形杆件  极限承载力  计算长度
修稿时间:2003年3月10日

ELASTOPLASTIC STABILITY OF TAPERED COMPRESSION MEMBERS ABOUT THE WEAK AXIS
Tong Genshu,Chen Ting,Fu Gang.ELASTOPLASTIC STABILITY OF TAPERED COMPRESSION MEMBERS ABOUT THE WEAK AXIS[J].Steel Construction,2003,18(5):5-7.
Authors:Tong Genshu  Chen Ting  Fu Gang
Affiliation:Zhejiang University Hangzhou 310027
Abstract:The elastoplastic bending instability of the tapered compression members under axial loads about the weak axis is mainly studied.The formula of computing the ultimate loads of the compression members is also proposed by taking a larger end section as the one of the calculation.
Keywords:tapered  members    ultimate  carrying  capacity    calculation  length
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