Bending of beams on an elastoplastic winkler foundation with unilateral constraints

被引：0
|
作者：
Lewandowski, Roman [1 ]
Switka, Romuald [1 ]
机构：
[1] Politechnika Poznanska, Poland
来源：
Archiwum Inzynierii Ladowej | 1988年 / 34卷 / 01期
关键词：
Foundations--Bearing Capacity - Mathematical Techniques--Numerical Methods - Mechanics--Continuous Media - Stresses--Analysis;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
This paper deals with the bending of a beam on an elastoplastic foundation as a contact problem with unilateral constraints between the beam and the foundation. The incremental problem is formulated as a variational one, and a Reissner type functional is built up. The contact problem is solved by an iteractive method, using the finite element method in a mixed approach in the computational model. Numerical examples are presented which demonstrate the efficiency of the method.
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页码：35 / 52
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