暂无评论
图文详情
- ISBN:9787114116018
- 装帧:一般胶版纸
- 册数:暂无
- 重量:暂无
- 开本:16开
- 页数:171
- 出版时间:2014-08-01
- 条形码:9787114116018 ; 978-7-114-11601-8
本书特色
主要内容包括:绪论,杆系结构有限元分析,梁式结构有限元分析,板壳结构有限元分析,体结构有限元分析,结构稳定性分析,结构动力分析,有限元计算软件简介等。
内容简介
主要内容包括:绪论,杆系结构有限元分析,梁式结构有限元分析,板壳结构有限元分析,体结构有限元分析,结构稳定性分析,结构动力分析,有限元计算软件简介等。
目录
chapter 1 introduction
1.1 overview
1.2 history of fem
1.3 engineering application of fe method
1.3. l linear elastic fe
1.3.2 non-linear elastic fe
1.3.3 analysis procedure of fe method
1.3.4 engineering applications of fem
chapter 2 fe analysis for structural system composed of bar
2.1 local fe analysis
2.1.1 tension/strut bar elements
2.1.2 torsional bar elements
2.1.3 general plane bar member element
2.1.4 space bar member element
2.1.5 natures of space stiffness matrix
2.2 integral analysis for structural system composed of bar
2.2.1 matrix for plane coordinates transformation
2.2.2 matrix for space coordinates transformation
2.2.3 integral analysis of structural system composed of bar
2.3 load equivalence
2.3.1 processing non-joint load
2.3.2 processing boundary conditions
chapter 3 fe analysis for beam structures
3.1 local element analysis
3.1.1 analysis of plane beam element
3.1.2 analysis of space beam element
3.2 structure analysis
3.3 load equivalence
chapter 4 fe analysis of plate shell structure
4.1 elastic sheet theory
4.1.1 basic assumption
4.1.2 geometric equation
4.1.3 physical equation
4.2 triangular element displacement method
4.2.1 displacement mode
4.2.2 element analysis
4.3 rectangular element displacement method
4.3.1 joint displacement and joint force
4.3.2 displacement mode
4.3.3 stress analysis
4.3.4 element stiffness matrix
4.3.5 calculation of equivalent joint loads
4.4 hybrid method for triangular elements
4.4.1 basic unknown quantities
4.4.2 displacement mode
4.4.3 internal force mode
4.4.4 deduction of sub-matrix kvw
4.4.5 deduction of sub-matrix kvm
4.4.6 deduction of sub-matrix kow
4.4.7 equivalent joint load
4.5 rectangular element hybrid method
4.5.1 basic unknown quantity
4.5.2 displacement mode and internal force mode
4.5.3 element matrix
4.5.4 equivalent joint loads
4.6 edge-curved flat-plate bending element with consideration of
transverse shear influence
chapter 5 3d structure fe analysis
5.1 space axially symmetrical problems
5.2 tetrahedron element
5.2.1 volume coordinates
5.2.2 second-order tetrahedron element
5.2.3 third-order tetrahedron element
5.2.4 48 - degree-of-freedom tetrahedron element
5.3 hexahedron element
5.3.1 8-joint hexahedron element
5.3.2 20-joint hexahedron element
5.3.3 32-joint hexahedron element
chapter 6 structural stability analysis
6.1 overview
6.1.1 classification of stability problems
6.1.2 criteria for stability of equilibrium
6.2 stability analysis to structural system composed of bar
6.2.1 bending stability of centric strut bar member
6.2.2 bending stability of compression bending bar members
6.2.3 integral stability analysis of structural system composed of bar
6.3 stability analysis to plate structure
6.3.1 elastic warpage of plate
6.3.2 elasto-plastic warpage of plate
6.3.3 fem of plate warpage analysis
chapter 7 structural dynamic analysis
7.1 natural vibration characteristic analysis
7.2 seismic reaction analysis
7.2.1 reaction spectrum analysis
7.2.2 time history analysis
chapter 8 introduction to fe computation software
8.1 dr. bridge fe computation program
8.1.1 introduction
8.1.2 engineering examples
8.2 gqjs fe computation program
8.2.1 introduction
8.2.2 engineering examples
8.3 midas fe computation program
8.3.1 introduction
8.3.2 engineering examples
8.4 ansys fe computation program
8.4.1 introduction
8.4.2 engineering examples
8.5 introduction to sap2000 fe computation program
8.6 introduction to tdv fe computation program
references
1.1 overview
1.2 history of fem
1.3 engineering application of fe method
1.3. l linear elastic fe
1.3.2 non-linear elastic fe
1.3.3 analysis procedure of fe method
1.3.4 engineering applications of fem
chapter 2 fe analysis for structural system composed of bar
2.1 local fe analysis
2.1.1 tension/strut bar elements
2.1.2 torsional bar elements
2.1.3 general plane bar member element
2.1.4 space bar member element
2.1.5 natures of space stiffness matrix
2.2 integral analysis for structural system composed of bar
2.2.1 matrix for plane coordinates transformation
2.2.2 matrix for space coordinates transformation
2.2.3 integral analysis of structural system composed of bar
2.3 load equivalence
2.3.1 processing non-joint load
2.3.2 processing boundary conditions
chapter 3 fe analysis for beam structures
3.1 local element analysis
3.1.1 analysis of plane beam element
3.1.2 analysis of space beam element
3.2 structure analysis
3.3 load equivalence
chapter 4 fe analysis of plate shell structure
4.1 elastic sheet theory
4.1.1 basic assumption
4.1.2 geometric equation
4.1.3 physical equation
4.2 triangular element displacement method
4.2.1 displacement mode
4.2.2 element analysis
4.3 rectangular element displacement method
4.3.1 joint displacement and joint force
4.3.2 displacement mode
4.3.3 stress analysis
4.3.4 element stiffness matrix
4.3.5 calculation of equivalent joint loads
4.4 hybrid method for triangular elements
4.4.1 basic unknown quantities
4.4.2 displacement mode
4.4.3 internal force mode
4.4.4 deduction of sub-matrix kvw
4.4.5 deduction of sub-matrix kvm
4.4.6 deduction of sub-matrix kow
4.4.7 equivalent joint load
4.5 rectangular element hybrid method
4.5.1 basic unknown quantity
4.5.2 displacement mode and internal force mode
4.5.3 element matrix
4.5.4 equivalent joint loads
4.6 edge-curved flat-plate bending element with consideration of
transverse shear influence
chapter 5 3d structure fe analysis
5.1 space axially symmetrical problems
5.2 tetrahedron element
5.2.1 volume coordinates
5.2.2 second-order tetrahedron element
5.2.3 third-order tetrahedron element
5.2.4 48 - degree-of-freedom tetrahedron element
5.3 hexahedron element
5.3.1 8-joint hexahedron element
5.3.2 20-joint hexahedron element
5.3.3 32-joint hexahedron element
chapter 6 structural stability analysis
6.1 overview
6.1.1 classification of stability problems
6.1.2 criteria for stability of equilibrium
6.2 stability analysis to structural system composed of bar
6.2.1 bending stability of centric strut bar member
6.2.2 bending stability of compression bending bar members
6.2.3 integral stability analysis of structural system composed of bar
6.3 stability analysis to plate structure
6.3.1 elastic warpage of plate
6.3.2 elasto-plastic warpage of plate
6.3.3 fem of plate warpage analysis
chapter 7 structural dynamic analysis
7.1 natural vibration characteristic analysis
7.2 seismic reaction analysis
7.2.1 reaction spectrum analysis
7.2.2 time history analysis
chapter 8 introduction to fe computation software
8.1 dr. bridge fe computation program
8.1.1 introduction
8.1.2 engineering examples
8.2 gqjs fe computation program
8.2.1 introduction
8.2.2 engineering examples
8.3 midas fe computation program
8.3.1 introduction
8.3.2 engineering examples
8.4 ansys fe computation program
8.4.1 introduction
8.4.2 engineering examples
8.5 introduction to sap2000 fe computation program
8.6 introduction to tdv fe computation program
references
展开全部
本类五星书
本类畅销
-
当代中国政府与政治(新编21世纪公共管理系列教材)
¥33.6¥48.0 -
落洼物语
¥8.9¥28.0 -
中国当代文学名篇选读
¥19.6¥53.0 -
中医基础理论【中医 针灸专业用】
¥18.0¥25.0 -
中医基础理论
¥50.7¥59.0 -
习近平总书记教育重要论述讲义
¥13.3¥35.0 -
世界现代设计史-[第二版]
¥40.8¥120.0 -
习近平新时代中国特色社会主义思想概论
¥18.2¥26.0 -
新世纪高等学校教材 心理学基础课系列教材普通心理学(第5版)/彭聃龄
¥29.6¥78.0 -
外国教育史-第2版
¥19.6¥40.0 -
断代(八品)
¥13.4¥42.0 -
长征记忆(八品)
¥9.5¥45.0 -
宪法-第二版
¥21.8¥29.0 -
先进防伪技术
¥81.3¥98.0 -
企业法务教程
¥36.8¥49.0 -
[社版]大汉战神:霍去病传
¥15.6¥40.0 -
实用社交礼仪(第二版)(21世纪高等开放教育系列教材)
¥29.9¥49.0 -
经络腧穴学
¥59.3¥69.0 -
工程图学
¥53.1¥59.0 -
马克思主义基本原理2021年版
¥6.9¥23.0