Citation: | CAO Yuhang, ZHANG Xiaowei, ZHANG Qingming. Failure Characteristics of Masonry Wall under Internal Explosion[J]. Chinese Journal of High Pressure Physics, 2022, 36(2): 024203. doi: 10.11858/gywlxb.20210810 |
[1] |
SMITH P D, MAYS G C, ROSE T A, et al. Small scale models of complex geometry for blast overpressure assessment [J]. International Journal of Impact Engineering, 1992, 12(3): 345–360. doi: 10.1016/0734-743X(92)90112-7
|
[2] |
王瑀. 典型结构内部爆炸波的传播规律与超压荷载模型[D]. 天津: 天津大学, 2008.
WANG Y. Interior propagation of blast wave and overpressure model for common structures [D]. Tianjin: Tianjin University, 2008.
|
[3] |
张晓伟, 张庆明, 施鹏, 等. 内爆条件下建筑物等效载荷研究 [J]. 北京理工大学学报, 2013, 33(2): 133–138. doi: 10.3969/j.issn.1001-0645.2013.02.005
ZHANG X W, ZHANG Q M, SHI P, et al. Investigation on the equivalent loading of constructions under internal explosion [J]. Journal of Beijing Institute of Technology, 2013, 33(2): 133–138. doi: 10.3969/j.issn.1001-0645.2013.02.005
|
[4] |
陈鹏宇, 侯海量, 金键, 等. 舰船舱内爆炸载荷简化载荷计算模型 [J]. 舰船科学技术, 2020, 42(17): 22–29.
CHEN P Y, HOU H L, JIN J, et al. Simplified calculation model for explosion loading in ship cabin [J]. Ship Science and Technology, 2020, 42(17): 22–29.
|
[5] |
杨科之, 董军, 吴平安, 等. 砌体隔墙的抗爆炸能力分析[C]//第十三届全国结构工程学术会议论文集(第Ⅲ册). 北京: 清华大学出版社, 2004: 146–151.
|
[6] |
SCHNEIDER J M, RAMIN M V, STOTTMEISTER A, et al. Characterization of debris throw from masonry wall sections subjected to blast [J]. Engineering Structures, 2019, 203: 109729.
|
[7] |
KEYS R A, CLUBLEY S K. Experimental analysis of debris distribution of masonry panels subjected to long duration blast loading [J]. Engineering Structures, 2017, 130: 229–241.
|
[8] |
ZHOU X, HAO H, DEEKS A. Numerical modeling of response and damage of masonry walls to blast loading [J]. Transactions of Tianjin University, 2006, 12: 132–137.
|
[9] |
李娟, 丛培宇, 刘香, 等. 内爆作用下不同类型填充墙对RC框架结构的影响 [J]. 工程爆破, 2020, 26(4): 28–34. doi: 10.3969/j.issn.1006-7051.2020.04.005
LI J, CONG P Y, LIU X, et al. Influence of different types infill walls on RC frame structure under implosion [J]. Engineering Blasting, 2020, 26(4): 28–34. doi: 10.3969/j.issn.1006-7051.2020.04.005
|
[10] |
高连玉, 徐建. 砌体结构设计规范: GB 50003—2011 [S]. 北京: 中国建筑工业出版社, 2011.
|
[11] |
MICHALOUDIS G, GEBBEKEN N. Modeling masonry walls under far-field and contact detonations [J]. International Journal of Impact Engineering, 2019, 123: 84–97.
|
[12] |
范俊余, 方秦, 张亚栋, 等. 砖墙抗爆性能的数值模拟研究 [J]. 防护工程, 2011(5): 35–40.
FAN J Y, FANG Q, ZHANG Y D, et al. Numerical simulation of the anti-blast properties of masonry walls [J]. Protective Engineering, 2011(5): 35–40.
|
[13] |
Century Dynamics Inc.. Theory manual for Autodyn [M]. Texas: Century Dynamics Inc., 2005.
|
[14] |
汪维, 刘瑞朝, 李林, 等. 不同爆炸距离下单向支撑方形钢筋混凝土板破坏模式数值模拟研究 [J]. 兵工学报, 2015, 36(Suppl 1): 233–241.
WANG W, LIU R C, LI L, et al. Numerical simulation of one-way square reinforced concrete slab at different blast distances [J]. Acta Armamentarii, 2015, 36(Suppl 1): 233–241.
|
[15] |
张玉磊, 王胜强, 袁建飞, 等. 方形坑道内爆炸冲击波传播规律 [J]. 含能材料, 2020, 28(1): 46–51.
ZHANG Y L, WANG S Q, YUAN J F, et al. Experimental study on the propagation law of blast waves in a square tunnel [J]. Chinese Journal of Energetic Materials, 2020, 28(1): 46–51.
|
[16] |
熊维. 近距离爆炸下砌体填充墙局部破坏试验研究与数值模拟 [D]. 天津: 天津大学, 2015.
XIONG W. Experimental study and numerical simulation of local damage of unreinforced masonry under close-in explosion [D]. Tianjin: Tianjin University, 2015.
|
[17] |
Department of Defense. UFC 3-340-02 structures to resist the effects of accidental explosions [M]. New York: National Institute of Building Sciences, 2008.
|
[18] |
JONES N. 结构冲击 [M]. 2版. 许骏, 蒋平, 译. 北京: 国防工业出版社, 2018: 57–72.
JONES N. Structural impact [M]. 2nd ed.Translated by XU J, JIANG P. Beijing: National Defense Industry Press, 2018: 57–72.
|