[1]HAD101/04 核电厂厂址选择的外部人为事件[S].北京:中国法制出版社,1989.
[2]Livermore Software Technology Corporation.LS-DYNA keyword user's manual[M]. California: Livermore Software Technology Corporation, 2007:307,1394.
[3]王远功,余爱萍. 飞机撞击核反应堆安全壳荷载-时间曲线的确定[J].核科学与工程,1991,11(3):208-215.
[4]左家红. 秦山核电厂安全壳在飞机撞击下的非线性分析[J].核科学与工程,1992,12(1):35-42.
[5]李笑天,何树延.飞机撞击核反应堆安全壳的动力学分析[J].核动力工程,2004,11(3):426-429.
[6]Hallquist J O. LS-DYNA Theory Manual[M]. California: Livermore Software Technology Corporation,2005:259.
[7]Holmquist T J,Johnson G R,Cook W H. A computational constitutive model for concrete subjected to large strains,high strain rates,and high pressures[C]//14th International Symposium on Ballistics,1995:591-600.
[8]温万治.网格线示踪点法(MOCL)及其在数值模拟中的应用[R].北京:北京理工大学机电工程学院,1998.
[9]冯国忠.基于ANSYS/LS-DYNA的混凝土靶板侵彻问题的数值模拟与分析[D]. 哈尔滨:中国地震局工程力学研究所, 2006.
[10]姜华,王君杰.弹体侵彻混凝土数值模拟失效指标研究[J].振动与冲击,2009,28(8):30-34.
[11]The Nuclear Energy Institute. Methodology for performing aircraft impact assessments for new plant designs[R]. Walnut Creek, California: The Nuclear Energy Institute, 2009. |