摘要
基于数值模拟,对钢板混凝土(SC)和钢筋混凝土(RC)两种不同的结构形式在变形弹冲击下的损伤破坏效应进行了对比,详细比较了两种结构的局部破坏效应和整体破坏效应,综合看来,钢板混凝土的抗冲击性能要略微优于钢筋混凝土,同时分析了钢板混凝土中有无拉筋对于抗冲击性能的影响。
Based on the numerical simulation,the damage effects of Steel plate Concrete(SC)and Reinforced Concrete(RC)under the impact of deformable projectiles are compared.The local damage effect and the global damage effect of the two structures are compared in detail.In a word,the impact resistance of Steel plate Concrete is slightly better than that of Reinforced Concrete.Moreover,the influence of rebar on impact resistance of Steel plate Concrete is analyzed.
作者
赵耀云
Zhao Yaoyun(State Key Laboratory of Disaster Prevention&Mitigation of Explosion&Impact,the Army Engineering University of PLA,Nanjing 210007,China)
出处
《山西建筑》
2018年第31期32-33,共2页
Shanxi Architecture
关键词
数值模拟
钢板混凝土
钢筋混凝土
抗冲击性能
numerical simulation
Steel plate Concrete
Reinforced Concrete
impact resistance
