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Cracking behaviours of rock‐like materials containing three preexisting flaws after high‐temperature treatments

Xiaoping Zhou, Liang Fu, Hao Cheng, Filippo Berto

2020Fatigue & Fracture of Engineering Materials & Structures25 citationsDOI

Abstract

Abstract The mechanical properties and cracking behaviours of rock‐like materials containing three preexisting flaws after high‐temperature treatments are studied. The temperature variations of 25°C, 70°C and 140°C are chosen to explore the influence of temperature, and the ligament angle variations of 75°, 90° and 105° are chosen to explore the effect of preexisting flaws. The crack initiation and coalescence modes and specimen failure after high‐temperature treatments are recorded by a high‐speed dynamic analysis system. Seven modes of crack initiation and ten types of crack coalescence are recorded in the rock‐like specimens. With an increase in temperature and ligament angle, the mechanical properties such as peak strength, peak strain and crack initiation stress change regularly. Furthermore, the experimental results demonstrate that the temperature has a significant impact on the complete stress–strain curves and cracking behaviours of flawed rock‐like materials.

Topics & Concepts

CrackingCoalescence (physics)Materials scienceComposite materialFracture mechanicsPhysicsAstrobiologyRock Mechanics and ModelingFire effects on concrete materialsHigh-Velocity Impact and Material Behavior
Cracking behaviours of rock‐like materials containing three preexisting flaws after high‐temperature treatments | Litcius