Numerical simulation of fracturing behavior of reinforced concrete structures using independent cover method

Engineering Failure Analysis（2021）

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摘要

•Failure analysis of full-scale reinforced concrete sewer culvert is performed.•The initial spring stiffness for intrinsic cohesive zone model is naturally defined.•This technique is capable of handling complex fracture patterns.

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关键词

Independent cover,Intrinsic,Cohesive zone model,Quasi-brittle fracture

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