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The first model based on Critical shear crack theory has been developed and later refined by Muttoni and co-workers (Muttoni and Schwartz 1991; Muttoni 2008; Muttoni and Fernández 2008, 2012), and later it was subject of numerous studies and analyses (Belletti et al. 2015a; Halvonik et al. 2016; Siburg et al. 2014; Simões et al. 2016).
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A constitutive model based on critical state theory for predicting the undrained shear behaviour of this type of peat from low stress to critical state levels is presented.
This paper proposes a model for estimating fatigue life under multiaxial stress states, based on critical plane concepts, taking into account the effect of mean shear stress.
The approach is based on critical point theory.
Based on critical reaction, he believed he was right.
The yield model is based on a critical shear yield strain.
The theoretical fundaments of this proposal are based on the critical shear crack theory proposed by Muttoni and his co-authors.
Based on a critical shear crack theory and the data of 99 tests, Muttoni (2008) defined the punching strength as a function of the rotation of slab outside inclined shear crack.
This physical model is based on the Critical shear crack theory (CSCT) and it has been calibrated by large number of experiments on isolated flat slab elements, but also can be used for column footings and foundation slabs.
Based on a critical shear stress criterion, a stress analysis was made to determine the condition for the 90° domain switching.
Good agreement is found between numerical and experimental results based on a critical shear stress of 200 MPa for loading and unloading including both forward and reverse slip.
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