journal article·2011-09

Impact Response Analysis of Prototype RC Girders with Sand Cushion Using Equivalent Fracture Energy Concept

Abdul Qadir Bhatti, Norimitsu Kishi

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Abstract

In order to establish a proper finite element model of prototype RC girder with sand element for impact response analysis, dynamic response analysis of RC girders with sand cushion subjected to impact force due to falling weight was performed to improve the state of the art of protective design for real scale rock-sheds using LS-DYNA code. Here, in order to establish a modification method for material properties of concrete so as to rationally analyze the prototype RC girder with sand cushion using coarse mesh, an equivalent fracture energy concept for concrete elements was proposed and the applicability was investigated comparing numerical analysis results with experimental results. From this study, it is confirmed that even though coarse mesh was used for prototype RC girder with sand cushion, similar results with those obtained using fine mesh can be assured.
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Research context

OpenAlex topics: Structural Response to Dynamic Loads · High-Velocity Impact and Material Behavior · Transportation Safety and Impact Analysis

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Affiliations

Department of Earthquake Engineering, National Institute of Civil Engineering, School of Civil and Environmental Engineering, National University of Sciences & Technology (NUST), H-12, Islamabad, Pakistan, ,

Department of Civil Engineering and Architecture, Muroran Institute of Technology, Muroran, 050-8585, Japan

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