未找到相关数据
Contribution to the Geometrically Nonlinear Theory of a Slightly Curved Timoshenko Beam.
被引：0
作者：
Karamanlidis, Dimitrios
机构：
来源：
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The purpose of this paper is, firstly, to develop a consistent large deflection theory for plane curved frames including transverse shear strain effects, and, secondly, to formulate an incremental Hellinger/Reissner variational principle suitable for numerical calculations by means of the finite element method. The advantages of this discrete model in comparison with the well-known assumed displacement method are pointed out and discussed.
引用
收藏
页码：244 / 249
相关论文