THE EFFICIENCY OF USING A SEMI-ANALYTICAL FINITE ELEMENTS METHOD IN GEOMETRICALLY NONLINEAR PROBLEMS OF ELASTIC-PLASTIC DEFORMATION

被引:0
作者
Solodei, I. I. [1 ]
Vabishchevich, M. O. [2 ]
Stryhun, R. L. [1 ]
机构
[1] Kyiv Natl Univ Construct & Architecture, Kyiv Povitroflotsky Ave 31, UA-03680 Kiev, Ukraine
[2] Kyiv Natl Univ Construct & Architecture, Tech Sci, Kyiv Povitroflotsky Ave 31, UA-03680 Kiev, Ukraine
来源
OPIR MATERIALIV I TEORIA SPORUD-STRENGTH OF MATERIALS AND THEORY OF STRUCTURES | 2019年 / 103期
关键词
dynamics; geometric nonlinearity; plastic deformations; a solid of revolution; axisymmetric structures; semi-analytic finite element method (SAFEM);
D O I
10.32347/2410-2547.2019.103.71-81
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The reliability and efficiency of the semi-analytic finite element method in the problems of geometrically nonlinear elastic-plastic deformation of axisymmetric structures under the influence of dynamic loads are considered. The possibilities of the technique are demonstrated on the examples of numerical simulation of the building structures' stress-strain state with large linear deformations and technological operation analysis of impulse metal processing.
引用
收藏
页码:71 / 81
页数:11
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