节点文献
弹性拱静力屈曲的突变行为
CATASTROPHIC BEHAVIOR FOR STATIC BUCKLING OF ELASTIC ARCHES
【摘要】 应用数学突变理论研究弹性两铰拱的静力屈曲,分析中考虑了拱的挠度变化、轴向压缩变形的影响,得到拱面内失稳的尖点突变模型和临界条件。
【Abstract】 In this paper, catastrophe theory is applied to investigate of the static buckling of elastic arches. The influences of the deflection change and axial deformation are considered. A cusp catastrophic model and the critical condition for static buckling of arches are obtained.
【基金】 国家自然科学基金(10272046)
- 【文献出处】 力学与实践 ,Mechanics and Engineering , 编辑部邮箱 ,2003年04期
- 【分类号】U441
- 【被引频次】13
- 【下载频次】170