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Published byTracy Marsh Modified over 6 years ago
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Finite Element Method Weak form Monday, 11/4/2002
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Interpolation displacements strains stresses
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Shape function for triangular element
If:
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FEM Discretization Cantilever Beam
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Equilibrium Equations
Static problem. Goal: Find displacements under the applied load 2D problem Force boundary conditions Displacement boundary conditions
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Equilibrium Equation (Weak Form)
Force boundary conditions Displacement boundary conditions : arbitrary spatial function
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Variational Equation x direction equation Divergence theorem
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Element Discretization
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Interpolation
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Arbitrary Spatial Function
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Arbitrary function in Matrix
: arbitrary value
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Force Terms
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Stresses Related to Displacement
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F=Ku Stiffness Matrix
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Stiffness Matrix
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FEM Linear Equations
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