An interacting crack-mechanics based model for elastoplastic damage model of rock-like materials under compression

A micro-mechanical elastoplastic damage model for rock-like materials under compressive loading is proposed based on the growth of pre-existing flaws. Interaction among the cracks is included through the self-consistent approach. The evolution of damage is quantified by the spatial flaw density and...

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Veröffentlicht in:	International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2013-02, Vol.58, p.92-102
Hauptverfasser:	Yuan, X.P., Liu, H.Y., Wang, Z.Q.
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Computation methods. Tables. Charts Crack-interaction Criteria Damage Defects Density Elastoplasticity Exact sciences and technology Fracture mechanics Friction Geotechnics Mathematical models Plasticity Quasi-static crack growth Self-consistent Soil investigations. Testing Structural analysis. Stresses
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