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The crack development in the soil sample was observed, providing necessary parameters for the prediction of SWCCs based on a theoretical model for cracked soils.
An optimization technique based on a finite element model for cracked structural elements is employed in the estimation of crack parameters for beam, truss and two-dimensional frame structures.
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The present work reports a new model for cracking of n-paraffins.
Models for material nonlinearity include tensile, compressive and shear models for cracked concrete and a model of reinforcing steel incorporating the smeared crack approach.
In this work, a simple engineering model is developed for cracked adhesive joints with arbitrary orthotropic laminated adherends.
Together, the results represent a force displacement model for a cracked glass/polymer laminate, which can be used to build models for multiply cracked laminates.
A quasi-static model for crack-mode sensitive interface damage with linearly elastic bodies at small strains is developed.
An analytical model for crack growth rate is proposed using the concepts of the dimensional analysis.
Finally a stress-dependent model for crack growth based on fatigue accumulation is discussed.
The failure model for crack initiation in brittle adhesive layers is based on Finite Fracture Mechanics and makes use of a coupled stress and energy criterion.
We present a non-dimensional analytical model for crack propagation in a z-pinned double cantilever beam specimen (DCB) under mode I loading.
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