CCPDI-IMPM method for large deformation analysis of saturated porous medium
A porous medium and large deformation technology, applied in the field of computational mechanics, can solve problems such as large amount of calculation, low calculation accuracy, and errors
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Embodiment 1
[0166] (1) Example 1: Analysis of large deformation consolidation process in saturated porous media (attached Figure 3-8 )
[0167] Such as image 3 As shown, the first embodiment is the problem of structural deformation and internal fluid flow evolution under the vertical loading of the upper middle of the two-dimensional saturated rectangular soil block under the assumption of plane strain. Such as image 3 As shown in (a), the size of the rectangular soil block structure is 40m×25m, the upper and lower boundaries of the structure are both impermeable boundaries, and the lower boundary has fixed degrees of freedom in the horizontal and vertical directions, while the left and right boundaries are p = 0 freely penetrates the boundary, and both fix the degree of freedom in the horizontal direction. For the CCPDI-IMPM proposed by the present invention adopts a discrete model of 80×50 material points, the FEM correspondingly divides the model into 40×25 finite elements. This...
Embodiment 2
[0172] (2) Embodiment two: large deformation dynamic process analysis of saturated porous media (attached Figures 9 to 13 )
[0173] Such as Figure 9 As shown, the second embodiment is the analysis of the vertical loading dynamic problem of the two-dimensional saturated square soil block under the assumption of plane strain. Such as Figure 9 As shown in (a), the size of the soil block structure is 10m×10m, the upper boundary of the structure is set as p=0 free permeable boundary, the left, right and lower boundaries are all non-permeable boundaries, and the lower boundary is fixed and the vertical direction is free degrees, the left and right boundaries are fixed horizontal degrees of freedom. Both the CCPDI-IMPM proposed by the present invention and the comparative algorithm CCPDI-EMPM adopt a discrete model of 40×40 material points, and the FEM correspondingly divides the model into 20×20 finite elements. This embodiment adopts F=1.5×10 7 Pa and F=2.4×10 7 Pa two wo...
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