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  • 正版 高等计算力学 朱哲明[等]编著 四川大学出版社 978756902830
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    • 作者: 朱哲明[等]编著著 | 朱哲明[等]编著编 | 朱哲明[等]编著译 | 朱哲明[等]编著绘
    • 出版社: 四川大学出版社
    • 出版时间:2018-09-01
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    • 作者: 朱哲明[等]编著著| 朱哲明[等]编著编| 朱哲明[等]编著译| 朱哲明[等]编著绘
    • 出版社:四川大学出版社
    • 出版时间:2018-09-01
    • 版次:1
    • 印次:1
    • 字数:416000
    • 页数:193
    • 开本:16开
    • ISBN:9787569028300
    • 版权提供:四川大学出版社
    • 作者:朱哲明[等]编著
    • 著:朱哲明[等]编著
    • 装帧:平装
    • 印次:1
    • 定价:48.00
    • ISBN:9787569028300
    • 出版社:四川大学出版社
    • 开本:16开
    • 印刷时间:暂无
    • 语种:暂无
    • 出版时间:2018-09-01
    • 页数:193
    • 外部编号:9511329
    • 版次:1
    • 成品尺寸:暂无

    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。

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