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支座突然沉陷时浅拱的冲击屈曲
引用本文:王德禹,杨桂通. 支座突然沉陷时浅拱的冲击屈曲[J]. 太原理工大学学报, 1991, 0(4)
作者姓名:王德禹  杨桂通
作者单位:太原工业大学应用力学研究所,太原工业大学应用力学研究所
摘    要:本文研究两端简支的正弦浅拱当一端支座突然沉陷并受冲击载荷作用时的屈曲行为,文中考虑了拱的一阶变形模态,并给出了静态屈曲和冲击屈曲临界载荷的计算,分析表明支座沉陷量对静力屈曲的影响大于对冲击屈曲的影响。

关 键 词:冲击屈曲  浅拱  支座沉陷

Impact Buckling of a Shallow Arch Subjected to a Sudden Support Settlement
Wang Deyu Yang Guitong. Impact Buckling of a Shallow Arch Subjected to a Sudden Support Settlement[J]. Journal of Taiyuan University of Technology, 1991, 0(4)
Authors:Wang Deyu Yang Guitong
Affiliation:Institute of Applied Mechanics
Abstract:The impact buckling of a shallow arch is studied, which is subjected to a sudden support settlement and a sudden lateral pressure. By considering the first deformation mode, both the static buckling load and the impact bucking load are given. It is shown that the support settlement is more sensitive to static buckling than to impact buckling
Keywords:impact buckling  shallow arch  support settlement
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