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Ductile tearing of pipeline-steel wide plates: I. Dynamic and quasi-static experiments
Affiliation:1. Key Laboratory of Safety Science of Pressurized System of Ministry of Education, East China University of Science and Technology, Shanghai 200237, China;2. Engineering Management Department, CNNC Nuclear Power Operations Management Co., Ltd., Haiyan 314300, China;3. China Institute of Atomic Energy, Beijing 102413, China;4. Power Plant Life Management Research Center, Suzhou Nuclear Power Research Institute, Suzhou 215004, China;5. Shanghai Key Lab of Engineering Materials Application and Evaluation, Shanghai Research Institute of Materials, Shanghai 200437, China
Abstract:Four low-carbon microalloyed pipeline steel plates were studied with two chemical compositions and different thermo-mechanical treatments, leading to either ferritic–pearlitic or ferritic–bainitic microstructures.Microstructural and mechanical properties were investigated. An original dynamic tensile experiment is used to study crack propagation in full-thickness wide plates under either quasi-static and dynamic conditions. In the latter case, crack speeds up to 20–40 m s?1 were reached and led to ductile shear crack propagation as observed in pipe bursts, while mode I in-plane crack propagation was observed in most quasi-static tests. Shear mode fracture results from strain localization under dynamic conditions and may be detrimental to steel toughness. Steel resistance to crack propagation is evaluated with the use of the energy dissipation rate parameter. The effect of the microstructure as well as material parameters like the anisotropic behavior on fracture toughness were evaluated. It is shown that ferritic–bainitic steels exhibit a better yield stress–toughness compromise than ferritic–pearlitic ones.In a companion paper (Engng. Fract. Mech., submitted for publication), the numerical simulation of crack propagation in wide plates using fully coupled local approach to fracture is presented.
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