摘要
利用非线性动力有限元程序LS-DYNA建立了钢筋混凝土结构水压爆破的数值计算模型,通过流固耦合算法,对水压爆破的作用机理和作用效果进行了初步的探讨,得出了在钢筋混凝土结构数值模拟中对水压爆破切口的处理方法。
A numerical calculation model of water pressure blasting of reinforced concrete structures was established by the Nonlinear Dynamic Analysis finite element program LS-DYNA.The mechanism and effect of water-pressure blasting were primarily discussed and blasting cut processing method in a water-pressure blasting simulation was confirmed through fluid-structure interaction algorithms.
出处
《爆破》
CSCD
北大核心
2010年第4期70-73,共4页
Blasting
关键词
数值模拟
水压爆破
钢筋混凝土
numerical simulation
water-pressure blasting
reinforced concrete