Title of article :
Rigid-plastic interface for an embedded crack
Author/Authors :
B. W. Spencer، نويسنده , , P. B. Shing، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2003
Abstract :
Discrete cracks have traditionally been modelled by zero-thickness interface elements. Such models
usually assume that the relative displacements across the interface have both elastic and inelastic components.
In such a case, the elastic sti ness assigned to the interface acts as a penalty parameter
that must be high enough to ensure that the elastic deformations will be minimal. In recent years,
solid nite-elements with embedded displacement discontinuities have emerged as an alternative way
to model discrete cracks. A method that allows for an embedded crack element to use any plasticitybased
constitutive model for the internal interface, but without penalty parameters, is presented in this
paper. In this method, the elastic properties of the solid portion of the element are used to perform
the function that the penalty parameters previously have been used to perform. The resulting interface
model is perfectly rigid–plastic. Numerical comparisons show signi cant improvements in accuracy and
e ciency over the penalty method
Keywords :
rigid–plastic , Plasticity , nite-element , embedded crack , concrete fracture
Journal title :
International Journal for Numerical Methods in Engineering
Journal title :
International Journal for Numerical Methods in Engineering