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For users of the Geomechanics Module, COMSOL Multiphysics® version 5.6 brings plasticity and damage improvements, in situ stress, and elliptical cap improvements. Browse these geomechanics features and more below.
Plasticity Improvements
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A new node, Set Variables, is available as an attribute under the Plasticity, Porous Plasticity, Soil Plasticity, Concrete, Rocks, and Elastoplastic Soil Material nodes. These new nodes make it possible to assign values or expressions to plastic variables based upon Boolean conditions, for both small-strain and large-strain plasticity.
Damage Improvements
There are several improvements to the Damage feature including a new phase-field-based damage model for crack propagation. The news includes:
New viscous regularization method for time-dependent analysis
Polynomial strain softening and Multilinear strain softening available for the damage evolution laws for Scalar damage and Mazars damage for concrete
New Phase field damage model, available in the Linear Elastic Material node in the Solid Mechanics interface
Damage feature available in the Layered Linear Elastic Material node of the Shell interface
Damage feature available in the Linear Elastic Material node of the Layered Shell interface
A new model: Brittle Fracture of a Holed Plate
Evolution of the crack phase field during loading of a holed plate.
In Situ Stress
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Smok x priv firmware download. A new option to enter In-situ stresses is available for the External Stress attribute, a subnode to the Linear Elastic Material, Nonlinear Elastic Material, and Elastoplastic Soil Material models.
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The External Stress node settings in COMSOL Multiphysics® version 5.6 with the In-situ stress option chosen.'>Demonstrating the In-situ stress optionThe External Stress node settings in COMSOL Multiphysics® version 5.6 with the In-situ stress option chosen.
Improvements to the Elastoplastic Soil Models
There are several improvements to the elastoplastic soil models:
In the Extended Barcelona Basic soil model, Poisson’s ratio is a new input, as an alternative to the shear modulus
The initial void ratio is added as a material input for the Modified Cam-Clay, the Modified Structured Cam-Clay, and the Extended Barcelona Basic soil models
For the Hardening Soil model, the input for the void ratio at reference pressure is replaced by the initial void ratio
Default Contour Plots
When using the Elastoplastic Soil Material model, the results will include default contour plots of the equivalent plastic strain, created inside stress plot groups. Additionally, a separate contour plot showing the void ratio is added.
Default contour plot of void ratio in a settlement analysis.'>An example of a default contour plotDefault contour plot of void ratio in a settlement analysis.
New Tutorial Models
COMSOL Multiphysics® version 5.6 brings several new tutorial models to the Geomechanics Module.
Mechanical Modeling of Bentonite Clay
Evolution of the void ratio and radial stress versus suction in a uniaxial swelling test for bentonite clay.'>Bentonite clay mechanical modelEvolution of the void ratio and radial stress versus suction in a uniaxial swelling test for bentonite clay.
Application Library Title: mechanical_modeling_of_bentonite_clay Download from the Application Gallery
Brittle Fracture of a Holed Plate
Evolution of the crack phase field during loading of a holed plate.'>Holed plate modelEvolution of the crack phase field during loading of a holed plate.
Application Library Title: holed_plate_fracture Download from the Application Gallery
Strength Reduction Method for Slope Stability
Displacement of a soil embankment just before the slope collapses. The strength reduction technique is used to calculate the factor of safety (FOS).'>Slope stability modelDisplacement of a soil embankment just before the slope collapses. The strength reduction technique is used to calculate the factor of safety (FOS).
Application Library Title: strength_reduction_method Download from the Application Gallery
Shallow Foundation on Unsaturated Soil
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A settlement and heave analysis is performed, comparing the Modified Cam-Clay and Extended Barcelona Basic soil models. The plot shows the load (arrows), volumetric plastic strain (surface), and resulting deformation.'>Unsaturated soil modelA settlement and heave analysis is performed, comparing the Modified Cam-Clay and Extended Barcelona Basic soil models. The plot shows the load (arrows), volumetric plastic strain (surface), and resulting deformation.
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Application Library Title: settlement_analysis Download from the Application Gallery