由于此商品库存有限,请在下单后15分钟之内支付完成,手慢无哦!
100%刮中券,最高50元无敌券,券有效期7天
活动自2017年6月2日上线,敬请关注云钻刮券活动规则更新。
如活动受政府机关指令需要停止举办的,或活动遭受严重网络攻击需暂停举办的,或者系统故障导致的其它意外问题,苏宁无需为此承担赔偿或者进行补偿。
正版 高等计算力学 朱哲明[等]编著 四川大学出版社 978756902830
¥ ×1
Chapter 1 Discretization and element stiffness
1.1 Discretization of a domain by elements
1.2 Solution to the ease that the three-node displacements are known
1.3 Solutions to the case that the three-node loads are known
Chapter 2 Subroutine to calculate element stiffness matrix
2.1 Calculating triangle area
2.2 Calculating [B] strain matrix
2.3 Calculating [S] stress matrix
2.4 Calculating element stiffness matrix [K]
Chapter 3 Equivalent nodal forces
3.1 Concentrated load
3.2 Body force
3.3 Distributed force
3.4 Subroutine for body load
Chapter 4 Global stiffness matrix
4.1 Global stiffness matrix and its property
4.2 Global matrix establishment
4.3 The properties of global matrix
4.4 Subroutine of global stiffness matrix
Chapter 5 Boundary conditions and solution of equilibrium equations
5.1 Multiplying a large number
5.2 Decreasing the number of the linear equations
5.3 Changing the diagonal term to one
5.4 Subroutine of adjusting global matrix
5.5 Solver
Chapter 6 Subroutine of nodal stresses and main program
6.1 The calculation method of nodal average stresses
6.2 Subroutine of nodal stress
6.3 Main program
Chapter 7 Area coordinates and more node element
7.1 Area coordinates
7.2 Selection method of general displacement function
7.3 Six-node triangular element
7.4 Four-node rectangle element
Chapter 8 Axisymmetric stress analysis
8.1 Strain matrix
8.2 Stress matrix
8.3 Elements stiffness matrix
8.4 Equivalent nodal force
Chapter 9 Three-dimensional stress analysis
9.1 Tetrahedron element method
9.2 Volume coordinates
9.3 Tetrahedral element with 10 nodes and 20 nodes
9.4 Brick element
Chapter 10 Isoparametric element
10.1 Definition of isoparametric element
10.2 Mapping method
10.3 Quadrilateral element
10.4 Relationship between □(数理化公式)
10.5 Relationship between □(数理化公式)
10.6 Discussion
10.7 Some distorted elements
Chapter 11 Numerical integration
11.1 Newton-Cotes integration method
11.2 Gauss integration method
11.3 Gauss integration application in a standard element
11.4 Equivalent nodal force
Chapter 12 Dynamic finite element method
12.1 Formulation of time dependent problem
12.2 Inertial force
12.3 Damping force
12.4 Global equilibrium equation
12.5 Step by step integration method
Chapter 13 Automatic Mesh Generation in MATLAB
13.1 Introduction
13.2 The algorithm for mesh generation
13.3 Implementation
13.4 Special Distance Functions
13.5 Examples
13.6 Mesh Generation in 3-D
Chapter 14 Model Generation in ANSYS
14.1 Understanding Model Generation
14.2 Planning Your Approach
14.3 Choosing a Model Type (2-D, 3-D, etc.)
14.4 Choosing Between Linear and Higher Order Elements
14.5 Solid Modeling and Direct Generation
14.6 Generating the Mesh
14.7 Defining Material Properties
14.8 Applying Loads and Obtaining the Solution
14.9 Reviewing the Results
14.10 Structural Introductory Tutorial
《高等计算力学》着眼于固体结构或流体分析,介绍了有限元方法的基本原理及其在工程中的应用,指导学生使用Fortran、Matlab或C语言编译基本的有限元代码进行固体结构的应力和变形分析,对解决固体力学(如弹性力学、塑性力学、静力学、动力学等)、热传递(传导、对流、辐射)、流体力学、电磁学及流-固耦合等领域的问题具有指导作用。
亲,大宗购物请点击企业用户渠道>小苏的服务会更贴心!
亲,很抱歉,您购买的宝贝销售异常火爆让小苏措手不及,请稍后再试~
非常抱歉,您前期未参加预订活动,
无法支付尾款哦!
抱歉,您暂无任性付资格