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圆环圆拱承受均匀径向荷载时弹性失稳的加权余量解
引用本文:杜耀星. 圆环圆拱承受均匀径向荷载时弹性失稳的加权余量解[J]. 华侨大学学报(自然科学版), 1990, 11(4): 371-376
作者姓名:杜耀星
作者单位:华侨大学土木工程系
摘    要:本文用加权余量法推导出圆环和圆拱在均匀径向荷载作用下,发生弹性失稳时临界荷载q_(cr)的计算公式.

关 键 词:结构稳定 失稳 圆环 圆拱 临界荷载

Weighted Residual Solution for Elastic Instability of Circular Ring or Arch Carried Uniformly Radial Distributed Load
Du Yaoxing. Weighted Residual Solution for Elastic Instability of Circular Ring or Arch Carried Uniformly Radial Distributed Load[J]. Journal of Huaqiao University(Natural Science), 1990, 11(4): 371-376
Authors:Du Yaoxing
Affiliation:Department of Civil Engineering
Abstract:For a circular ring or a circular arch subjected to an uniformly radial distributed load,a formula is derived by the weighted residual method for calculating the critical load q_(cr) in case the elastic instability is occurred.
Keywords:method of weighted residuals  elastic instability  circular ring  circular arch  critical load
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