58:159 FRACTURE MECHANICS
Solutions for Computer Project No. 2
Problem 1
Analysis Results without a Crack
FEM mesh without a crack
Imposed Boundary Conditions
Consistent Nodal Loads
Deformed Mesh Geometry
Analysis Results for Case (a) [a/W = 0.25]
Mesh with a crack
Mesh with a crack (Blow-up)
Deformed Mesh Geometry (Blow-up)
SIF using Displacement Correlation
SIF using J-integral
Contour Plot of Sigma_XX
Contour Plot of Sigma_YY
Contour Plot of Sigma_XY
Analysis Results for Case (b) [a/W = 0.50]
Mesh with a crack
Mesh with a crack (Blow-up)
Deformed Mesh Geometry (Blow-up)
SIF using Displacement Correlation
SIF using J-integral
Contour Plot of Sigma_XX
Contour Plot of Sigma_YY
Contour Plot of Sigma_XY
Analysis Results for Case (c) [a/W = 0.75]
Mesh with a crack
Mesh with a crack (Blow-up)
Deformed Mesh Geometry (Blow-up)
SIF using Displacement Correlation
SIF using J-integral
Contour Plot of Sigma_XX
Contour Plot of Sigma_YY
Contour Plot of Sigma_XY
Comparisons with Published Results
Table for Comparisons
Revised: by Rahman