Description: The nodal displacements u, v and stresses σ_x, σ_y and σ_xy are solved by triangular elements. Where the material thickness h 1, the material is homogeneous, the Young s modulus is E 1, the Poisson s ratio v 0,
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bFECalibration1.m
cFECalibration2.m
aFEDev2Grids.m
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