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工程有限元分析 版权信息
- ISBN:9787512410183
- 条形码:9787512410183 ; 978-7-5124-1018-3
- 装帧:一般胶版纸
- 册数:暂无
- 重量:暂无
- 所属分类:>>
工程有限元分析 本书特色
《工程有限元分析》由崔德渝、徐元铭编著。 This textbook presents the necessary concepts,principles and general procedure of Finite Element Method(FEM) which are primarily applied for linearly elastic structural analysis including plane problems,axisymmetric problems,space problems,plates and shells and fracture mechanics.The FEM of heat transfer in brief is also incorporated.Some straightforward examples are introduced to demonstrate a complete and detailed finite element procedure.
工程有限元分析 内容简介
this textbook presents the necessary concepts, principles and general procedure of finite element method (fem) which are primarily applied for linearly elastic structural analysis including plane problems, axisymmetric problems, space problems, plates and shells and fracture mechanics. the fem of heat transfer in brief is also incorporated. some straightforward examples are introduced to demonstrate a complete and detailed finite element procedure. the aim of the text is to provide the fundamental theories and numerical methodology in finite element analysis. it focuses on the derivation of key governing equations of the fem and its engineering application. this text can be regarded as a text or reference book for the university under- and post-graduate students or engineers whose majors are related to mechanics, aerospace, mechanical and civil engineering, heat transfer and so on.
工程有限元分析 目录
1.1 basic concept of finite element method
1.2 general description of finite element method
1.3 engineering applications of finite element analysis
1.4 principle of virtual displacements and variational approach
problem set 1
chapter 2 general procedure of finite element method
2.1 interpolation functions
2.2 strain-displacement relations
2.3 stress-strain relations (constitutive relations)
2.4 governing equations in finite element analysis
2.5 stiffness matrices
2.6 equivalent nodal force vectors
2.7 imposition of boundary condition
2.8 numerical examples
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