Simulation on Anti-blast Ability of Masonry Wall under Gas Explosion Load Based on LS-DYNA

韩永利; 陈洋; 陈龙珠

doi:10.13409/j.cnki.jdpme.2010.03.016

您当前的位置：

首页 >

文章列表页 >

Simulation on Anti-blast Ability of Masonry Wall under Gas Explosion Load Based on LS-DYNA

更新时间：2025-12-11

- Simulation on Anti-blast Ability of Masonry Wall under Gas Explosion Load Based on LS-DYNA
- Vol. 30, Issue 3, Pages: 298-302(2010)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.2010.03.016
  CLC： U352.13
- Published：2010
- 稿件说明：
移动端阅览
[1]韩永利,陈洋,陈龙珠.基于LS-DYNA的墙体抗燃气爆炸能力数值分析[J].防灾减灾工程学报,2010,30(03):298-302.

韩永利, 陈洋, 陈龙珠. Simulation on Anti-blast Ability of Masonry Wall under Gas Explosion Load Based on LS-DYNA[J]. 2010, 30(3): 298-302.
[1]韩永利,陈洋,陈龙珠.基于LS-DYNA的墙体抗燃气爆炸能力数值分析[J].防灾减灾工程学报,2010,30(03):298-302. DOI： 10.13409/j.cnki.jdpme.2010.03.016.

韩永利, 陈洋, 陈龙珠. Simulation on Anti-blast Ability of Masonry Wall under Gas Explosion Load Based on LS-DYNA[J]. 2010, 30(3): 298-302. DOI： 10.13409/j.cnki.jdpme.2010.03.016.

摘要

目前国内外有关墙体防爆的研究多是针对恐怖袭击

且建模分析中多采用单向墙体

而对于民宅内燃气爆炸防护的研究很少。本文详细讨论了数值模拟的建模关键技术

在此基础上建立了墙体三维模型

采用具有民宅燃气爆炸特征的荷载曲线

对四边约束墙体的破坏模式、抗爆能力等进行了初步分析

并与单向墙体进行了比较。结果表明

墙体边界约束条件、厚度、砂浆强度、平面尺寸等因素均会对计算结果产生一定影响

其中前两者的影响效果较为显著。以此为基础提出的一些民宅防爆建议

可为结构防爆设计提供参考。

Abstract

At present

many anti-explosion researches for the masonry wall were focused on terror attack

the oneway wall was often used in the FE model

but less research has been done on the gas explosions happened in the civil house.On the basis of detailed discussion to the modeling key technologies

a three-dimensional model was established.The failure mode and anti-blast ability of the four sides constrained wall under the gas explosion load were analyzed

and the results were compared with the oneway wall.The study shows that the boundary condition

mortar strength

wall thickness and plane dimension were all have influence on the results

in which the two former have the most significant impact.Combined with practical factors

some preventive measures were put forward at the end of this paper.

关键词

Keywords

references

Mechanical Model of Domestic Gas Explosion Load [J]. 韩永利,陈龙珠. Transactions of Tianjin University . 2008(06)

核爆冲击波作用下空心砌块墙对主体结构的作用 [J]. 张正威,宋二祥,陆新征,陈肇元. 工程力学 . 2008(05)

Simulation Analysis of Indoor Gas Explosion Damage [J]. 钱新明,陈林顺,冯长根. Journal of Beijing Institute of Technology（English Edition） . 2003(03)

豚鼠低强度爆震聋后耳蜗细胞凋亡及其相关基因表达的变化 [D]. 杨俊慧. 第三军医大学 2006

混凝土率型本构模型及其在拱坝动力分析中的应用 [D]. 肖诗云. 大连理工大学 2002

混凝土及其组成材料动力特性研究 [D]. 展辰辉. 河海大学 2005

钢筋混凝土原理和分析[M]. 清华大学出版社 , 过镇海,时旭东编著, 2003

Modeling Concrete Masonry Walls Subjected to Explosive Loads [J] . Christopher D. Eamon,James T. Baylot,James L. O&rsquo,Daniel. Journal of Engineering Mechanics . 2004 (9)

Response of 1/4-Scale Concrete Masonry Unit （CMU） Walls to Blast [J] . Scott T. Dennis,James T. Baylot,Stanley C. Woodson. Journal of Engineering Mechanics . 2002 (2)

Analysis of results from large scale hydrocarbon gas explosions [J] . Murray J Shearer,Vincent H.Y Tam,Brian Corr. Journal of Loss Prevention in the Process Industries . 2000 (2)

Views

399

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Study on Ultimate Supporting Force and Failure Mode of Passive Destruction for Shield Tunneling Face in Shallow Overburden

Numerical Simulation of Blast-resistant Performance of Utility Tunnel under Gas Explosion

Finite Element Analysis of Mechanical Properties of Pile-cap Connections for Prestressed Concrete Solid Pile Using Snap-in Mechanical Connection

Numerical Simulation of the Influence of Unloading Time on the Cracking and Stress Wave Propagation in a Circular Tunnel Surrounding Rock

Wind-induced Interference Effects of Low-rise Buildings with Different Heights under Strong Wind

Related Author

宋洋

张维东

王贺平

刘昕

刘中宪

王治坤

张欢欢

徐辉

Related Institution

No data

⁰