Reference problem ===================== Geometry --------- .. image:: images/100000000000039700000253F0A9E0A15525FFD5.png :width: 5.3154in :height: 3.4409in .. _RefImage_100000000000039700000253F0A9E0A15525FFD5.png: **Figure 1.1 Problem geometry** Length: :math:`L=20\mathit{cm}` Width: :math:`l=20\mathit{cm}` :math:`\mathit{AC}=\mathit{CD}` Material properties ---------------------- Material for half plane 1: .. csv-table:: "Young's module", ":math:`E=2\times {10}^{12}\mathit{Pa}`" "Poisson's Ratio", ":math:`\nu =0.3`" Material for half plane 2: .. csv-table:: "Young's Module", "A, D Modeling: :math:`E=8\times {10}^{12}\mathit{Pa}` B, E modeling: :math:`E=2\times {10}^{12}\mathit{Pa}` C, F modeling: :math:`E=5\times {10}^{11}\mathit{Pa}`" "Poisson's Ratio", ":math:`\nu =0.3`" Boundary conditions and loads ------------------------------------- For models A, B and C: Imposed displacement: .. csv-table:: "Embedding sides :math:`\mathit{AB}`, :math:`\mathit{BC}` "," :math:`\mathit{DX}=0`" "Embedding point B:", ":math:`\mathit{DY}=0`" "Uniform connection on the side: :math:`\mathit{DE}` "," :math:`{U}_{X}({N}_{i})={U}_{X}({N}_{1})`" "Uniform connection on the side: :math:`\mathit{EF}` "," :math:`{U}_{X}({N}_{i})={U}_{X}({N}_{1})`" For D, E, and F models: Imposed displacement: .. csv-table:: "Embedding point B:", ":math:`\mathit{DX}=0`, :math:`\mathit{DY}=0`" "Embedding point E:", ":math:`\mathit{DY}=0`" For A, B, C, D, E, and F models: Imposed loading: .. csv-table:: "Force contour on the side :math:`\mathit{CD}` "," :math:`{F}_{X}=-75\times {10}^{6}N`" "Force contour on the side :math:`\mathit{FA}` "," :math:`{F}_{X}=75\times {10}^{6}N`" Crack size ------------------- :math:`c`: characteristic length of the horizontal crack. :math:`a`: characteristic length of the deflected crack a :math:`45°`. .. csv-table:: "", ":math:`c` "," :math:`a`" "A, B, and C modeling", ":math:`\mathrm{0,02}` "," :math:`\mathrm{0,02}`" "D, E, and F modeling", ":math:`\mathrm{0,02}` "," :math:`\mathrm{0,002}`"