Single Cracked Cantilever Under Tension Loads
Author(s)
M. Skrinar & A. Umek
Abstract
As cracks may change significantly the behaviour of the whole structure, the
development of reliable models of the mechanical behaviour is especially
important. A detailed discretisation of the crack and its surrounding can be
achieved with an appropriate mesh of finite elements, but such an approach is
not recommended in inverse problems where a model suitable for intensive
crack's location and position modification is required. Therefore, in such cases
simplified models are needed, and one of the most simple and popular models is
the model where the crack itself is replaced by a rotational linear spring
connecting uncracked parts of the structure that are modelled as elastic elements.
This elementary model neglects the fact that in the case of a single side crack an
centric tensile load causes also transverse displacements that do not a
Keywords
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