625 unsigned max_adapt=3;
629 double p_increment=1.0e-5;
630 for(
unsigned i=0;
i<nstep;
i++)
637 problem.newton_solve(max_adapt);
int i
Definition: BiCGSTAB_step_by_step.cpp:9
Problem class for the cantilever "beam" structure.
Definition: mpi/distribution/airy_cantilever/airy_cantilever2.cc:213
Definition: constitutive_laws.h:699
double E
Elastic modulus.
Definition: TwenteMeshGluing.cpp:68
double P
Uniform pressure.
Definition: TwenteMeshGluing.cpp:77
double Nu
Poisson's ratio.
Definition: TwenteMeshGluing.cpp:71
ConstitutiveLaw * Constitutive_law_pt
Pointer to constitutive law.
Definition: TwenteMeshGluing.cpp:65
double Gravity
Non-dim gravity.
Definition: meshing/quad_from_triangle_mesh/unstructured_two_d_solid.cc:214
Constructor for SteadyAxisymAdvectionDiffusion problem
Definition: steady_axisym_advection_diffusion.cc:213