Abstract
The derivation of element stiffness will be discussed in this chapter. When element stiffness matrix is given, the solution will be obtained through the following process:
- 1.
The construction of global stiffness matrix through the assembling of given element stiffness matrixes
- 2.
The provision of the boundary condition
- 3.
The solution of the simultaneous equation
Keywords
Finite Element Method Mass Matrix Virtual Work Nodal Displacement Displacement Function
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Bibliography
- [1]Yamada Y, Plastic and Viscoelastic Materials (in Japanese), Baifukan (1980)Google Scholar
- [2]Togawa H, Vibration Analysis by FEM (in Japanese), Science Press (1975), p23Google Scholar
- [3]Shimoseki and Fujinuma, Practical Programming for FEM (in Japanese), Nikkan Kogyo Press (1989), p63Google Scholar
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© Springer-Verlag Berlin Heidelberg 2003