摘要
在试验分析基础上 ,采用单自由度体系模型 ,考虑在钢纤维混凝土组合板局部破坏时 ,钢纤维的抗拔作用、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 钢纤维混凝土遮弹板接触爆炸下的极限设计分析的实用方法。通过数值计算结果与试验结果的对比 ,验证了此方法的实用及可靠性。
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 practical method of limited analytical design is given for shelter plate of steel plate and steel fiber reinforced concrete.The good agreements of numerical results and test results are verified the effectiveness of presented model.
出处
《爆炸与冲击》
EI
CAS
CSCD
北大核心
2002年第1期40-45,共6页
Explosion and Shock Waves
