[1]陈鑫,高轩能,付诗琦.复杂建筑结构环境下冲击波超压的快速估算方法[J].华侨大学学报(自然科学版),2021,42(1):48-55.[doi:10.11830/ISSN.1000-5013.202004011]
 CHEN Xin,GAO Xuanneng,FU Shiqi.Rapid Estimation Method of Shock Wave Overpressure in Complex Building Structure Environment[J].Journal of Huaqiao University(Natural Science),2021,42(1):48-55.[doi:10.11830/ISSN.1000-5013.202004011]
点击复制

复杂建筑结构环境下冲击波超压的快速估算方法()
分享到:

《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第42卷
期数:
2021年第1期
页码:
48-55
栏目:
出版日期:
2021-01-20

文章信息/Info

Title:
Rapid Estimation Method of Shock Wave Overpressure in Complex Building Structure Environment
文章编号:
1000-5013(2021)01-0048-08
作者:
陈鑫12 高轩能1 付诗琦1
1. 华侨大学 土木工程学院, 福建 厦门 361021;2. 福建农林大学 交通与土木工程学院, 福建 福州 350002
Author(s):
CHEN Xin12 GAO Xuanneng1 FU Shiqi1
1. College of Civil Engineering, Huaqiao University, Xiamen 361021, China; 2. College of Transportation and Civil Engineering, Fujian Agriculture and Forestry University, Fuzhou 350002, China
关键词:
爆炸 低成本 快速估算 冲击波超压 修正系数 网格密度
Keywords:
explosion low-cost rapid estimation shock wave overpressure correction coefficient mesh density
分类号:
O382;TU13
DOI:
10.11830/ISSN.1000-5013.202004011
文献标志码:
A
摘要:
为解决复杂建筑结构环境下,冲击波模拟成本与计算精度之间的矛盾,提出利用低成本建模提取超压,再通过修正获得高精度超压的快速估算方法.首先,通过建模分析入射超压的模拟误差,给出精细网格密度下限值λlim;然后,进一步大量建模,对超出λlim限值的粗网格模拟超压进行修正,并拟合出超压修正系数公式;最后,利用修正系数进行超压估算与验证.研究结果表明:超压模拟误差随着网格密度的增大而减小;利用低成本粗网格建模模拟并加以修正后获得的估算超压值与理论值、试验实测值的误差较小;粗网格模型估算超压值的计算精度与高成本精细网格模型相当.
Abstract:
In order to solve the contradiction between cost of shock wave simulation and accuracy of calculation in complex building structure environment, a rapid estimation method of overpressure was proposed, which used low-cost model to extract overpressure, and then obtained high-precision overpressure by correction. Firstly, the simulation error of incident overpressure was analyzed by modeling, and the lower limit of mesh density λlim was given. Then a large number of models were built to revise the overpressure simulated by the coarse mesh, and the overpressure correction coefficient formula was fitted. Finally, the overpressure was estimated and verified by the correction coefficient. The results show that the errors decrease with the increases of mesh density. The results show that the errors decrease with the increases of mesh density. There are small errors between the calculated overpressure value and the theoretical value or the measured value. The precision of overpressure value estimated by coarse mesh model is equal to that of high cost fine mesh model.

参考文献/References:

[1] 杨亚东,李向东,王晓鸣.长方体密闭结构内爆炸冲击波传播与叠加分析模型[J].兵工学报,2016,37(8):1449-1455.DOI:10.3969/j.issn.1000-1093.2016.08.016.
[2] FU Shiqi,GAO Xuanneng,CHEN Xin.The similarity law and its verification of cylindrical lattice shell model under internal explosion[J].International Journal of Impact Engineering,2018,112:38-49.DOI:10.1016/j.ijimpeng.2018.08.010.
[3] HAO Hong,HAO Yifei,LI Jun,et al.Review of the current practices in blast-resistant analysis and design of concrete structures[J].Advances in Structural Engineering,2016,19(8):1193-1223.DOI:10.1177/1369433216656430.
[4] LEN S.A brief introduction to coupling load blast enhanced with multi-material ALE: The best of both worlds for air blast simulation[J].German LS-DYNA Forum,2010,2(3):205-211.
[5] 周云波,郭启涛,佘磊,等.基于LBE方法的驾驶室防护仿真[J].北京理工大学学报,2016,36(3):237-241.DOI:10.15918/j.tbit1001-0645.2016.03.004.
[6] ZHI Xudong,QI Shaobo,FAN Feng.Temporal and spatial pressure distribution characteristics of hemispherical shell structure subjected to external explosion[J].Thin Walled Structures,2019,137:472-486.DOI:10.1016/j.tws.2019.01.021.
[7] 高轩能,王书鹏,江媛.爆炸荷载下大空间结构的冲击波压力场分布及泄爆措施研究[J].工程力学,2010,27(4):226-233.
[8] HENRYCH J,ABRAHAMSON G R.The dynamics of explosion and its use[J].Journal of Applied Mechanics,1980,47(1):218-218.DOI:10.1115/1.3153619.
[9] 吴彦捷,高轩能.爆炸冲击波数值模拟及超压计算公式的修正[J].华侨大学学报(自然科学版),2014,35(3):321-326.DOI:10.11830/ISSN.1000-5013.2014.03.0321.
[10] 杨涛春,罗尧治.建筑抗爆研究中超压的分布特征及确定方法[J].土木与环境工程学报(中英文),2020,42(2):115-124.DOI:10.11835/j.issn.2096-6717.2019.151.
[11] 中国国家标准化管理委员会.爆破安全规程: GB 6722-2014[S].北京:中国标准出版社,2014.
[12] 张社荣,李宏璧,王高辉,等.空中和水下爆炸冲击波数值模拟的网格尺寸效应对比分析[J].水利学报,2015,46(3):298-306.DOI:10.13243/j.cnki.slxb.2015.03.006.
[13] LUCCIONIC B,AMBROSINI D,DANESI R.Blast load assessment using hydrocodes[J].Engineering Structures,2006,28(12):1736-1744.DOI:10.1016/j.engstruct.2006.02.016.
[14] 都浩,李忠献,郝洪.建筑物外部爆炸超压荷载的数值模拟[J].解放军理工大学学报(自然科学版),2007,8(5):413-418.DOI:10.3969/j.issn.1009-3443.2007.05.002.
[15] DRAGANI H,VAREVAC D.Analysis of blast wave parameters depending on air mesh size[J].Shock and Vibration,2018(6):1-18.DOI:10.1155/2018/3157457.
[16] 石磊,杜修力,樊鑫.爆炸冲击波数值计算网格划分方法研究[J].北京工业大学学报,2010,36(11):1465-1470.
[17] 索强,徐鹏,尤文斌.网格划分对冲击波波形的影响分析[J].兵器装备工程学报,2020,41(2):198-203.DOI:10.11809/bqzbgcxb2020.02.040.
[18] 吴赛,赵均海,张冬芳,等.自由空气中爆炸冲击波的数值分析[J].工程爆破,2019,25(3):1-6,31.DOI:10.3969/j.issn.1006-7051.2019.03.001.
[19] 李翼祺,马素贞.爆炸力学[M].北京:科学出版社,1992.
[20] 连赟猛.典型密闭装置内爆炸试验及其数值模拟[D].南京:南京理工大学,2013.

相似文献/References:

[1]吴彦捷,高轩能.爆炸冲击波数值模拟及超压计算公式的修正[J].华侨大学学报(自然科学版),2014,35(3):321.[doi:10.11830/ISSN.1000-5013.2014.03.0321]
 WU Yan-jie,GAO Xuan-neng.Numerical Simulation for Explosion Shock Waves and Correction of Calculation Formula of Overpressure[J].Journal of Huaqiao University(Natural Science),2014,35(1):321.[doi:10.11830/ISSN.1000-5013.2014.03.0321]
[2]陈鑫,高轩能.炸药近地爆炸的数值模拟及影响参数的分析[J].华侨大学学报(自然科学版),2014,35(5):570.[doi:10.11830/ISSN.1000-5013.2014.05.0570]
 CHEN Xin,GAO Xuan-neng.Numerical Simulation and Analysis of Influence Parameters for Explosions Near Ground[J].Journal of Huaqiao University(Natural Science),2014,35(1):570.[doi:10.11830/ISSN.1000-5013.2014.05.0570]

备注/Memo

备注/Memo:
收稿日期: 2020-04-03
通信作者: 高轩能(1962-),男,教授,博士,博士生导师,主要从事钢结构及工程结构灾害控制的研究.E-mail:gaoxn117@sina.com.
基金项目: 国家自然科学基金资助项目(51278208); 福建省教育厅科研基金资助项目(KLA19018A); 福建省科技计划重点项目(2018Y0063)
更新日期/Last Update: 2021-01-20