水下爆炸冲击下混凝土重力拱坝动态响应及抗爆措施研究
[Abstract]:International terrorism is always threatening the security of the country. Dams with significant economic significance have become the target of terrorism's priority attack. Once the dam is in trouble, the consequences will be unthinkable. Therefore, it is necessary to study the dynamic response and anti-explosion protection measures of the dam. Gravity arch dam has the structural characteristics of gravity dam and arch dam. The failure mode of gravity arch dam under underwater explosion impact load is worthy of attention. This paper mainly analyzes the dynamic response of gravity arch dam under underwater explosion impact load and studies the anti-explosion protection measures. Dynamic response Analysis of Gravity Arch Dam under underwater explosion. Considering the strain rate effect of concrete, a fully coupled model for underwater explosion of gravity arch dam is established. The dynamic failure process of gravity arch dam under underwater explosion is simulated numerically, and the structural characteristics and stress characteristics of gravity arch dam are analyzed. The possible failure mode and failure mechanism of dams under underwater blast impact load are discussed. The results show that gravity arch dam has the anti-explosion characteristics of gravity dam and arch dam, the weak part of the dam is mainly located in the middle and upper part of the dam body, and the anti-explosion performance of gravity arch dam is stronger than that of the gravity arch dam, and when the explosive is detonated at the arch crown beam, When the explosive explodes at a quarter of an arch circle from the right bank, the dam abutment collapses, which affects the stability of the abutment and the overall safety of the dam. Study on anti-explosion protection measures. This paper applies aluminum foam to gravity arch dam, numerically simulates the failure mode of dam, analyzes the anti-explosion protection effect of aluminum foam, and analyzes the influence of thickness and protection range of aluminum foam on the failure mode of dam. The results show that the damage degree of the dam decreases at the same time with the increase of the thickness of aluminum foam, and the protection range has little effect on the failure mode of the dam.
【学位授予单位】:天津大学
【学位级别】:硕士
【学位授予年份】:2014
【分类号】:TV642.3;TV312
【参考文献】
相关期刊论文 前10条
1 李本平;卢文波;;制导炸弹水平侵彻爆炸作用下混凝土重力坝毁伤效应数值仿真[J];爆破;2007年01期
2 高勇军,王伟策,陈小波,叶序双,顾文彬;浅层水中爆炸冲击波压力的测试与分析[J];爆破;1999年01期
3 王永刚,胡时胜,王礼立;爆炸荷载下泡沫铝材料中冲击波衰减特性的实验和数值模拟研究[J];爆炸与冲击;2003年06期
4 李本平;冲击荷载作用下粘土孔隙水压的数值分析[J];爆炸与冲击;2005年03期
5 屈明;陈小伟;;钢筋混凝土穿甲的数值模拟[J];爆炸与冲击;2008年04期
6 赵宝友;马震岳;梁冰;徐伟;许新勇;;水电站地下厂房大型岩体洞室的抗爆性能[J];爆炸与冲击;2010年02期
7 李本平;;制导炸弹连续打击下混凝土重力坝的破坏效应[J];爆炸与冲击;2010年02期
8 浦锡锋;王仲琦;白春华;周刚;;用于爆炸流场与结构间相互作用分析的Euler-Lagrange耦合模拟技术[J];爆炸与冲击;2011年01期
9 凤仪,朱震刚,潘艺,胡时胜;泡沫铝的动态力学性能研究[J];稀有金属材料与工程;2005年04期
10 张甲文;孟会林;卢江仁;;混凝土重力坝在侵彻及爆炸加载下的仿真分析[J];弹箭与制导学报;2008年03期
相关博士学位论文 前3条
1 汪明;爆炸荷载作用下钢结构损伤机理及砌体墙破碎过程研究[D];天津大学;2010年
2 师燕超;爆炸荷载作用下钢筋混凝土结构的动态响应行为与损伤破坏机理[D];天津大学;2009年
3 倪小军;泡沫材料对水下爆炸能量吸收及其冲击特性的研究[D];中国科学技术大学;2012年
本文编号:2145402
本文链接:https://www.wllwen.com/kejilunwen/shuiwenshuili/2145402.html