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Moreover, the lining forces and deformations obtained from plain strain condition are compared to the 3D numerical results.
The introduction of delaminations leads to a drastic change in the stress state from plain strain to a plain stress dominated one.
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The FEM analysis is performed for plain strain, with the following boundary conditions.
For a correct comparison, either the simulations need to be in three dimensions and the triaxiality taken on the surface or the calculations from measured strains need to be done with the same plain strain approximation.
c plain strain Open image in new window Fig. 3 Von Mises stress (Eq. (1)) fields from generic 3D and plane strain simulations.
c plain strain Open image in new window Fig. 4 Stress triaxiality (Eq. (2)) fields from generic 3D and plane strain simulations.
The soil-pipe system was modeled under plain strain conditions.
The face support pressure, backfill grouting and arching effect cannot be captured appropriately in plain strain condition, which leads to the discrepancy between the model responses obtained from 2D numerical/analytical solutions and realistic 3D simulations.
Both the plasticity and creep deformation were considered in the model with plain strain constraint.
A matrix methods for constructing slipline field solutions to a class of plain strain plasticity problems.
The interwire contact interaction is treated as a frictionless unilateral plain strain problem.
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