DamageBar Namespace Reference

Variables
	structure = nuto.Structure(1)
	interpolationType = structure.InterpolationTypeCreate("Truss1D")
	coordinates = np.zeros(1)
float	length = 100.0
float	weakened_zone_length = 10.0
float	area = 10.0
float	alpha = 0.1
int	n_elements = 100
	delta_l = length/n_elements
	totalSection = nuto.SectionTruss.Create(area)
	weakenedSection = nuto.SectionTruss.Create((1.0 - alpha)*area)
	nodeIDs = list(range(2))
	element = structure.ElementCreate(interpolationType, nodeIDs)
	damage = structure.ConstitutiveLawCreate("GRADIENT_DAMAGE_ENGINEERING_STRESS")
	visualizationGroup = structure.GroupCreate("Elements")
	firstNode = structure.NodeGetAtCoordinate(0)
	lastNode = structure.NodeGetAtCoordinate(length)
	newmark = nuto.NewmarkDirect(structure)
	groupID = structure.GroupCreate("Nodes")
	sol = structure.NodeExtractDofValues(0)
	nonlocaleqstrain = sol.J.Get("Nonlocaleqstrain")

Variable Documentation

float DamageBar.alpha = 0.1

float DamageBar.area = 10.0

DamageBar.coordinates = np.zeros(1)

DamageBar.damage = structure.ConstitutiveLawCreate("GRADIENT_DAMAGE_ENGINEERING_STRESS")

DamageBar.delta_l = length/n_elements

DamageBar.element = structure.ElementCreate(interpolationType, nodeIDs)

DamageBar.firstNode = structure.NodeGetAtCoordinate(0)

DamageBar.groupID = structure.GroupCreate("Nodes")

DamageBar.interpolationType = structure.InterpolationTypeCreate("Truss1D")

DamageBar.lastNode = structure.NodeGetAtCoordinate(length)

float DamageBar.length = 100.0

int DamageBar.n_elements = 100

DamageBar.newmark = nuto.NewmarkDirect(structure)

DamageBar.nodeIDs = list(range(2))

DamageBar.nonlocaleqstrain = sol.J.Get("Nonlocaleqstrain")

DamageBar.sol = structure.NodeExtractDofValues(0)

DamageBar.structure = nuto.Structure(1)

DamageBar.totalSection = nuto.SectionTruss.Create(area)

DamageBar.visualizationGroup = structure.GroupCreate("Elements")

float DamageBar.weakened_zone_length = 10.0

DamageBar.weakenedSection = nuto.SectionTruss.Create((1.0 - alpha)*area)