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FrontISTR 5.2.0
Large-scale structural analysis program with finit element method
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All data should be recorded in every elements. More...
Data Fields | |
integer | etype |
element's type | |
integer | iset |
plane strain, stress etc | |
real(kind=kreal), dimension(:), pointer | equiforces => null() |
equivalent forces | |
type(tgaussstatus), dimension(:), pointer | gausses => null() |
info of qudrature points | |
real(kind=kreal), dimension(:,:), pointer | aux => null() |
nodeless dof for incompatible element | |
All data should be recorded in every elements.
Definition at line 29 of file mechgauss.f90.
real(kind=kreal), dimension(:,:), pointer mmechgauss::telement::aux => null() |
nodeless dof for incompatible element
Definition at line 34 of file mechgauss.f90.
real(kind=kreal), dimension(:), pointer mmechgauss::telement::equiforces => null() |
equivalent forces
Definition at line 32 of file mechgauss.f90.
integer mmechgauss::telement::etype |
element's type
Definition at line 30 of file mechgauss.f90.
type(tgaussstatus), dimension(:), pointer mmechgauss::telement::gausses => null() |
info of qudrature points
Definition at line 33 of file mechgauss.f90.
integer mmechgauss::telement::iset |
plane strain, stress etc
Definition at line 31 of file mechgauss.f90.