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Functions | |
void | constant_pressure (const Vector< double > &xi, const Vector< double > &x, const Vector< double > &n, Vector< double > &traction) |
Constant pressure load. The arguments to this function are imposed on us by the SolidTractionElements which allow the traction to depend on the Lagrangian and Eulerian coordinates x and xi, and on the outer unit normal to the surface. Here we only need the outer unit normal. More... | |
Variables | |
double | Nu =0.3 |
Poisson's ratio. More... | |
ConstitutiveLaw * | Constitutive_law_pt =0 |
Pointer to constitutive law. More... | |
double | P = 0.0 |
Uniform pressure. More... | |
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Global variables
void Global_Physical_Variables::constant_pressure | ( | const Vector< double > & | xi, |
const Vector< double > & | x, | ||
const Vector< double > & | n, | ||
Vector< double > & | traction | ||
) |
Constant pressure load. The arguments to this function are imposed on us by the SolidTractionElements which allow the traction to depend on the Lagrangian and Eulerian coordinates x and xi, and on the outer unit normal to the surface. Here we only need the outer unit normal.
Definition at line 67 of file unstructured_adaptive_solid.cc.
References P.
Referenced by UnstructuredSolidProblem< ELEMENT >::actions_after_adapt().
ConstitutiveLaw* Global_Physical_Variables::Constitutive_law_pt =0 |
Pointer to constitutive law.
Definition at line 57 of file unstructured_adaptive_solid.cc.
Referenced by UnstructuredSolidProblem< ELEMENT >::actions_after_adapt(), and main().
double Global_Physical_Variables::Nu =0.3 |
Poisson's ratio.
Definition at line 54 of file unstructured_adaptive_solid.cc.
Referenced by main().
double Global_Physical_Variables::P = 0.0 |
Uniform pressure.
Definition at line 60 of file unstructured_adaptive_solid.cc.
Referenced by constant_pressure(), and main().