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机译:方管形钢梁承受横向爆炸载荷的数值模拟
Department of Civil Engineering, Monash University, Vic. 3800, Australia;
Department of Civil Engineering, Monash University, Vic. 3800, Australia;
Blast Impact Survivability Research Unit (BISRU), Department of Mechanical Engineering, University of Cape Town, Private Bag, 4 Rondebosch 7701, South Africa;
NSW Injury and Risk Management Research Centre, UNSW, NSW, 2052 Sydney, Australia;
Department of Civil Engineering, Monash University, Vic. 3800, Australia;
numerical simulation; Ls-dyna; tubular beams; impulsive loading; blast loading; mode I deformation;
机译:承受横向爆炸载荷的方形钢空心型材
机译:爆炸载荷作用下梁响应的数值模拟
机译:方形混凝土钢管梁柱与恒定环状位移进行横向载荷的行为
机译:爆炸载荷作用下夹板方形钢管梁I形变的数值模拟
机译:LS-DYNA中爆炸和压力作用下钢筋混凝土板的数值响应。
机译:第一部分:考虑横向约束和钢的各种约束效应的混凝土包裹钢梁屈服后行为的分析模型
机译:方钢管混凝土梁承载力评估的数值研究
机译:冷弯成型钢板和宽法兰梁的设计图表。