爆炸荷載作用下建筑玻璃的破碎分析
[Abstract]:Accidental explosions and purposeful bomb attacks occur from time to time. Statistics show that 70% of the casualties in the explosion accidents are caused by the secondary damage caused by high speed splashing fragments caused by the damage to building glass caused by explosion impact. Therefore, the study of explosion resistance of building glass has become the focus of attention. The traditional element deletion method based on erosion algorithm is used to simulate the generation of glass cracks. Due to the mass loss and non-conservation of energy caused by element deletion, the governing equation of the system no longer holds, resulting in the accuracy of numerical simulation results is not high. In this paper, based on the finite element explicit dynamic analysis software LS-DYNA, a node separation method is proposed to simulate the generation of glass cracks under explosive load, to avoid the deletion of elements and to ensure the establishment of the control equation of the system. Node separation method and element deletion method are used to simulate the broken glass plate in a field explosion test, and the glass fragment size distribution, ejection velocity distribution and ejection distance distribution of the numerical simulation results under the two methods are counted in detail by statistical method. Compared with the numerical simulation results, it is found that the maximum ejection velocity, the farthest ejection distance and the broken shape of glass obtained by the node separation method are in good agreement with the experimental results, and the accuracy of the node separation method is higher than that of the element deletion method. The statistical results show that with the decrease of explosion proportional distance, the more small fragments are generated, the greater the ejection speed is, and the farther the ejection distance is, and the node separation method is more superior in simulating small size fragments of glass.
【學(xué)位授予單位】:天津大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2014
【分類號】:TU524;TU312.3
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 鄧榮兵;金先龍;陳峻;;爆炸流場與玻璃幕墻動力響應(yīng)的仿真計算方法[J];振動與沖擊;2011年03期
2 葛杰;張端馳;張浩;;建筑玻璃在爆炸荷載下的動力響應(yīng)特征[J];門窗;2010年10期
3 葛杰;李國強(qiáng);;建筑夾層玻璃在沖擊荷載下的破壞研究概述[J];結(jié)構(gòu)工程師;2010年04期
4 鄧榮兵;金先龍;陳峻;沈建奇;陳向東;;爆炸沖擊波對玻璃幕墻破壞作用的多物質(zhì)ALE有限元模擬[J];高壓物理學(xué)報;2010年02期
5 陳峻;汪大綏;;高層建筑玻璃幕墻防爆炸設(shè)計[J];建筑結(jié)構(gòu)學(xué)報;2009年S1期
6 楊鑫;石少卿;程鵬飛;;空氣中TNT爆炸沖擊波超壓峰值的預(yù)測及數(shù)值模擬[J];爆破;2008年01期
7 王可強(qiáng);蘇經(jīng)宇;王志濤;;爆炸沖擊波在建筑群中傳播規(guī)律的數(shù)值模擬研究[J];中國安全科學(xué)學(xué)報;2007年10期
8 陳峻;張青松;李興華;汪大綏;;高層建筑玻璃幕墻的抗爆炸設(shè)計[J];山東建筑大學(xué)學(xué)報;2007年05期
9 張青松;陳峻;李興華;汪大綏;;高層建筑玻璃幕墻沖擊波防護(hù)問題的研究[J];建筑科學(xué);2007年06期
10 林大超,白春華,張奇;空氣中爆炸時爆炸波的超壓函數(shù)[J];爆炸與沖擊;2001年01期
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