水下爆炸沖擊下混凝土重力拱壩動(dòng)態(tài)響應(yīng)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.
【學(xué)位授予單位】:天津大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2014
【分類(lèi)號(hào)】:TV642.3;TV312
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 李本平;盧文波;;制導(dǎo)炸彈水平侵徹爆炸作用下混凝土重力壩毀傷效應(yīng)數(shù)值仿真[J];爆破;2007年01期
2 高勇軍,王偉策,陳小波,葉序雙,顧文彬;淺層水中爆炸沖擊波壓力的測(cè)試與分析[J];爆破;1999年01期
3 王永剛,胡時(shí)勝,王禮立;爆炸荷載下泡沫鋁材料中沖擊波衰減特性的實(shí)驗(yàn)和數(shù)值模擬研究[J];爆炸與沖擊;2003年06期
4 李本平;沖擊荷載作用下粘土孔隙水壓的數(shù)值分析[J];爆炸與沖擊;2005年03期
5 屈明;陳小偉;;鋼筋混凝土穿甲的數(shù)值模擬[J];爆炸與沖擊;2008年04期
6 趙寶友;馬震岳;梁冰;徐偉;許新勇;;水電站地下廠房大型巖體洞室的抗爆性能[J];爆炸與沖擊;2010年02期
7 李本平;;制導(dǎo)炸彈連續(xù)打擊下混凝土重力壩的破壞效應(yīng)[J];爆炸與沖擊;2010年02期
8 浦錫鋒;王仲琦;白春華;周剛;;用于爆炸流場(chǎng)與結(jié)構(gòu)間相互作用分析的Euler-Lagrange耦合模擬技術(shù)[J];爆炸與沖擊;2011年01期
9 鳳儀,朱震剛,潘藝,胡時(shí)勝;泡沫鋁的動(dòng)態(tài)力學(xué)性能研究[J];稀有金屬材料與工程;2005年04期
10 張甲文;孟會(huì)林;盧江仁;;混凝土重力壩在侵徹及爆炸加載下的仿真分析[J];彈箭與制導(dǎo)學(xué)報(bào);2008年03期
相關(guān)博士學(xué)位論文 前3條
1 汪明;爆炸荷載作用下鋼結(jié)構(gòu)損傷機(jī)理及砌體墻破碎過(guò)程研究[D];天津大學(xué);2010年
2 師燕超;爆炸荷載作用下鋼筋混凝土結(jié)構(gòu)的動(dòng)態(tài)響應(yīng)行為與損傷破壞機(jī)理[D];天津大學(xué);2009年
3 倪小軍;泡沫材料對(duì)水下爆炸能量吸收及其沖擊特性的研究[D];中國(guó)科學(xué)技術(shù)大學(xué);2012年
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