目录 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)
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