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近场近地爆炸下建筑柱爆炸荷载分布规律及简化模型

喻君 刘福余 方秦

爆炸与冲击2024,Vol.44Issue(1):162-178,17.
爆炸与冲击2024,Vol.44Issue(1):162-178,17.DOI:10.11883/bzycj-2022-0366

近场近地爆炸下建筑柱爆炸荷载分布规律及简化模型

Distribution pattern and simplified model of blast load for building columns under near-field near-ground explosion

喻君 1刘福余 2方秦3

作者信息

  • 1. 东南大学爆炸安全防护教育部工程研究中心,江苏南京 211189||河海大学土木与交通学院,江苏南京 210098
  • 2. 河海大学土木与交通学院,江苏南京 210098||浙江精工钢结构集团有限公司,浙江绍兴 312030
  • 3. 中国人民解放军陆军工程大学,江苏南京 210001
  • 折叠

摘要

Abstract

To rapidly assess the dynamic responses and failure modes of the building columns under near-field near-ground explosions,in this paper numerical simulation method is employed to investigate the distribution pattern of the shock waves that are applied on the front face of building columns under near-field near-ground blast scenarios,and a corresponding simplified blast load model is proposed.To this end,firstly,the existing experimental data of overpressure and impulse were selected to validate the numerical model for blast load.Then,a typical numerical model under near-field near-ground blast scenarios was established to study the effects of the scaled distance and the scaled height of spherical charges on the characteristic values of the shock waves acting at the building columns.Finally,formulae for the maximum reflected impulse and the representative value of the positive overpressure duration were derived based on nonlinear regression analysis,and the blast load at each location of the column front face was represented by an equivalent triangular load model.The results indicate that when the scaled height of the charge is less than 0.3 m/kg1/3,the distribution of the maximum reflected impulse along the column length can be represented as a trilinear model and a bilinear model for the scaled distance of 0.4-0.6 m/kg1/3 and 0.6-1.4 m/kg1/3,respectively.In comparison,the distribution of the shock waves in the transverse direction of a column section was approximately uniform.Moreover,under a given scaled distance and a scaled height,the peak reflected overpressure remains constant as the charge weight increases,but the maximum reflected impulse is proportional to the cubic root of the charge weight at the locations with the identical scaled height of the column.

关键词

建筑柱/近场爆炸/近地爆炸/爆炸荷载/荷载模型

Key words

building column/near-field blast/near-ground blast/blast load/load model

分类

数理科学

引用本文复制引用

喻君,刘福余,方秦..近场近地爆炸下建筑柱爆炸荷载分布规律及简化模型[J].爆炸与冲击,2024,44(1):162-178,17.

基金项目

国家自然科学基金(51978246) (51978246)

中央高校基本科研业务费与专项资金(2242022R10073) (2242022R10073)

爆炸与冲击

OA北大核心CSTPCD

1001-1455

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