NuTo::Element Namespace Reference

Enumerations
enum	eUpdateType { eUpdateType::STATICDATA = 0, eUpdateType::TMPSTATICDATA, eUpdateType::SWITCHMULTISCALE2NONLINEAR }
enum	eOutput {   eOutput::GAP_MATRIX_MORTAR, eOutput::INTERNAL_GRADIENT, eOutput::INTERNAL_GRADIENT_ELASTIC, eOutput::EXTERNAL_GRADIENT,   eOutput::HESSIAN_0_TIME_DERIVATIVE, eOutput::HESSIAN_0_TIME_DERIVATIVE_ELASTIC, eOutput::HESSIAN_1_TIME_DERIVATIVE, eOutput::HESSIAN_2_TIME_DERIVATIVE,   eOutput::LUMPED_HESSIAN_2_TIME_DERIVATIVE, eOutput::UPDATE_STATIC_DATA, eOutput::UPDATE_TMP_STATIC_DATA, eOutput::IP_DATA,   eOutput::GLOBAL_ROW_DOF, eOutput::GLOBAL_COLUMN_DOF }

Enumeration Type Documentation

enum NuTo::Element::eOutput

strong

Enumerator
GAP_MATRIX_MORTAR	gap matrix according to mortar discretization
INTERNAL_GRADIENT
INTERNAL_GRADIENT_ELASTIC	calculates internal gradient for the case that the state variables remain unchanged
EXTERNAL_GRADIENT	TODO: calculate external forces in element.
HESSIAN_0_TIME_DERIVATIVE
HESSIAN_0_TIME_DERIVATIVE_ELASTIC
HESSIAN_1_TIME_DERIVATIVE
HESSIAN_2_TIME_DERIVATIVE
LUMPED_HESSIAN_2_TIME_DERIVATIVE
UPDATE_STATIC_DATA
UPDATE_TMP_STATIC_DATA
IP_DATA	this is primarily for plotting, give the 3D state so for plane stress there is a z-component in the
GLOBAL_ROW_DOF	strain calculates the row dofs of the local element matrices
GLOBAL_COLUMN_DOF	calculates the column dofs of the local element matrices

enum NuTo::Element::eUpdateType

strong

Enumerator
STATICDATA	[eUpdateType]: Description
TMPSTATICDATA	[eUpdateType]: Description
SWITCHMULTISCALE2NONLINEAR	move the fine scale model in a multiscale approach to the nonlinear part