Adding damage plasticity model for concrete #265
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Job Precheck on dc47ed2 wanted to post the following: Your code requires style changes. A patch was auto generated and copied here
Alternatively, with your repository up to date and in the top level of your repository:
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| ComputeMultipleInelasticDamageStress::computeQpJacobianMult() | ||
| { | ||
| ComputeMultipleInelasticStress::computeQpJacobianMult(); | ||
| _Jacobian_mult[_qp] = (1.0 - _D_older[_qp]) * _Jacobian_mult[_qp]; |
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Why _D_older rather than _D_old?
| _D(getMaterialProperty<Real>("elemental_damage_variable")), | ||
| _D_old(getMaterialPropertyOld<Real>("elemental_damage_variable")), | ||
| _D_older(getMaterialPropertyOlder<Real>("elemental_damage_variable")) | ||
| { |
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Would it make sense to do a dynamic_cast on the models stored in _models to enforce that they are only instances of DamagePlasticityStressUpdate?
| virtual void finalizeReturnProcess(const RankTwoTensor & rotation_increment) override; | ||
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| private: | ||
| const Real _f_tol; |
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I hate to say this, but we should have doxygen comments describing what all the member variables and non-overwritten methods are.
| if (_zt > sqrtPhi_t / _at) | ||
| return _ft0 * pow(_zt - sqrtPhi_t / _at, (1. - _dt_bt)) * sqrtPhi_t; | ||
| else | ||
| return _ft0 * 1.E-6; |
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What's the significance of 1e-6?
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Taken care of by #320 |
ref #184