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feat: Mortar Method #3879
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feat: Mortar Method #3879
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should not be here
inputFiles/mortar/VTKplot.pvd
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results should not be here
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@danielemoretto44 Could you please provide the reference of the implemented method, if available? A documentation for the work is highly expected. |
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| /// The array containing the nodal position array. | ||
| //arrayView2d< real64 const, nodes::REFERENCE_POSITION_USD > const m_X; |
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remove?
| DofManager::Connector::Elem, | ||
| meshTargets ); | ||
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| //dofManager.addCoupling( solidMechanics::totalDisplacement::key(), |
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remove?
| solution.create( dofManager.numLocalDofs(), MPI_COMM_GEOS ); | ||
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| //Write the matrix pattern to a file for debugging |
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also remove
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| // ParallelMatrix parallel_matrix_3; | ||
| // parallel_matrix_3.create( localMatrix.toViewConst(), dofManager.numLocalDofs(), MPI_COMM_GEOS ); | ||
| // parallel_matrix_3.write("systemMatrix.mtx"); |
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clean up this function
| /* | ||
| * ------------------------------------------------------------------------------------------------------------ | ||
| * SPDX-License-Identifier: LGPL-2 std::map< ElementShape, array1d< localIndex > > const & | ||
| faceTypesToFaceElementsSlave = m_faceTypeToElementList.at( MortarSide::Slave ); |
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something happened here
paveltomin
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just some cleanup
@jhuang2601 I updated the description of the PR with some references. Please let me know if more material is needed. |
This PR implements the mortar method for solid mechanics to enforce continuity between the displacements of non-conforming mesh bodies.
The formulation uses piecewise constant Lagrange multipliers with one-sided bubble stabilization, as described in
Hauret, P., & Le Tallec, P. (2007). A discontinuous stabilized mortar method for general 3d elastic problems. Computer Methods in Applied Mechanics and Engineering, 196(49-52), 4881-4900.
Useful references for implementation details:
contact searching:
Yang, B., & Laursen, T. A. (2008). A contact searching algorithm including bounding volume trees applied to finite sliding mortar formulations. Computational mechanics, 41(2), 189-205.
segment based quadrature scheme:
Laursen, T. A., Puso, M. A., & Sanders, J. (2012). Mortar contact formulations for deformable–deformable contact: past contributions and new extensions for enriched and embedded interface formulations. Computer methods in applied mechanics and engineering, 205, 3-15.