摘要
在试验分析基础上 ,采用单自由度体系模型 ,此模型考虑了在钢纤维钢筋混凝土组合板局部破坏时 ,钢纤维的抗拔作用、钢筋的抗剪、钢板薄膜力作用和柔性土介质的耗能等主要影响因素。给出了能够用于钢板 钢纤维钢筋混凝土遮弹板接触爆炸下的极限设计分析的实用方法。
According to the test results, the single freedom system model is used to investigate the local failure of shelter plate of steel plate and steel fiber reinforced concrete. The main effects are considered by resisting pulling out of steel fiber concrete, resisting shear of steel reinforced, member force of steel plate and energy dissipation in soft soil. The practical method of limited analytical design is given for shelter plate of steel plate and steel fiber reinforced concrete.
出处
《爆炸与冲击》
EI
CAS
CSCD
北大核心
2002年第2期163-168,共6页
Explosion and Shock Waves
