fedoo.constitutivelaw.BeamRectangular

class BeamRectangular(material, a, b=None, k=0.8333333333333334, name='')

__init__(material, a, b=None, k=0.8333333333333334, name='')

Properties for a beam with rectangular cross section.

Parameters:

• material (ConstitutiveLaw name (str) or ConstitutiveLaw object) – Material Constitutive Law used to get the elastic modulus and shear modulus. The ConstitutiveLaw object should have attributes E and G that gives the young and the shear modulus (as fedoo.constitutivelaw.ElasticIsotrop).

• a (scalar or arrays of gauss point values) – Dimension of the beam section along the local y axis.

• b (scalar or arrays of gauss point values, optional) – Dimension of the beam section along the local z axis. If b is not specified, a square section is assumed.

• k (scalar or arrays of gauss point values, default: 5/6) – Shear shape factor. If k=0 the beam use the bernoulli hypothesis. Default is set to 5/6 (usual value for rectangular beam).

• name (str) – Name of the WeakForm.

Methods

BeamRectangular.get_all()	Return a dict with all the known ConstitutiveLaw (with a name).
BeamRectangular.get_beam_rigidity()
BeamRectangular.initialize(assembly, pb)	Initialize the constitutive law for the current problem.
BeamRectangular.reset()	Reset the constitutive law.
BeamRectangular.set_start(assembly, pb)	Begin a new time iteration.
BeamRectangular.to_start(assembly, pb)	Restart the current time iteration.
BeamRectangular.update(assembly, pb)	Update the constitutive law for the current problem state.

BeamRectangular.name	Name of the constitutive law.
BeamRectangular.a	Dimension of the beam section along the y axis.
BeamRectangular.b	Dimension of the beam section along the z axis.
BeamRectangular.A	Section surface
BeamRectangular.Jx	Torsion constant
BeamRectangular.Iyy	Second moment of area with respect to y
BeamRectangular.Izz	Second moment of area with respect to z
BeamRectangular.k	Shear shape factor.