Time-Dependent Fracture Behavior of Rock–Concrete Interface Coupling Viscoelasticity and Cohesive Stress Relaxation
نویسندگان
چکیده
This study investigated the time-dependent crack propagation of rock–concrete interface under sustained loading. First, loading tests were performed on composite beams three-point bending with respect to three roughness degrees, i.e., natural, 4×4, and 7×7 interfaces, load levels, 80% maximum load, initial cracking 97% load. Then, by employing Norton-Bailey model fictitious model, constitutive relationships bilateral materials established mechanical responses simulated. In addition, a criterion proposed in this was applied numerical procedure simulate process The implied that propagated when difference between average elastic strain energy densities near tip caused external cohesive stress exceeded at fracture status quasi-static results indicated could be interpreted from view balance driving resistance stress. experienced stages, decelerated propagation, uniform accelerated propagation. A linear relationship logarithms mouth opening rate period failure time predict
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ژورنال
عنوان ژورنال: Journal of Engineering Mechanics-asce
سال: 2023
ISSN: ['1943-7889', '0733-9399']
DOI: https://doi.org/10.1061/jenmdt.emeng-6774