Source code for o3seespy.command.element.triangular
from o3seespy.command.element.base_element import ElementBase
[docs]class Tri31(ElementBase):
"""
The Tri31 Element Class
This command is used to construct a constant strain triangular element (Tri31) which uses three nodes and one
integration points.
"""
op_type = 'Tri31'
def __init__(self, osi, ele_nodes, thick, otype, mat, pressure, rho, b1, b2):
"""
Initial method for Tri31
Parameters
----------
osi: o3seespy.OpenSeesInstance
ele_nodes: list
A list of three element nodes in counter-clockwise order
thick: float
Element thickness
otype: str
String representing material behavior. the type parameter can be either ``'planestrain'`` or
``'planestress'``
mat: obj
Object of ndmaterial
pressure: float
Surface pressure (optional, default = 0.0)
rho: float
Element mass density (per unit volume) from which a lumped element mass matrix is computed (optional,
default=0.0)
b1: float
Constant body forces defined in the domain (optional, default=0.0)
b2: float
Constant body forces defined in the domain (optional, default=0.0)
Examples
--------
>>> import o3seespy as o3
>>> osi = o3.OpenSeesInstance(ndm=2)
>>> coords = [[0, 0], [1, 0], [1, 1]]
>>> ele_nodes = [o3.node.Node(osi, *coords[x]) for x in range(3)]
>>> mat = o3.nd_material.ElasticIsotropic(osi, 1, 0.45)
>>> o3.element.Tri31(osi, ele_nodes=ele_nodes, thick=1.0, otype=o3.cc.PLANE_STRAIN, mat=mat, pressure=1.0, rho=1.0, b1=1.0, b2=1.0)
"""
self.osi = osi
self.ele_node_tags = [x.tag for x in ele_nodes]
self.ele_nodes = ele_nodes
self.thick = float(thick)
self.otype = otype
self.mat = mat
self.pressure = float(pressure)
self.rho = float(rho)
self.b1 = float(b1)
self.b2 = float(b2)
osi.n_ele += 1
self._tag = osi.n_ele
self._parameters = [self.op_type, self._tag, *self.ele_node_tags, self.thick, self.otype, self.mat.tag, self.pressure, self.rho, self.b1, self.b2]
self.to_process(osi)