接触爆炸下混凝土墩破坏效应试验与数值模拟

康耕新; 颜海春; 张亚栋; 刘明君; 郝礼楷

doi:10.12382/bgxb.2022.0397

您当前的位置：

首页 >

文章列表页 >

接触爆炸下混凝土墩破坏效应试验与数值模拟

更新时间：2025-08-18

- 接触爆炸下混凝土墩破坏效应试验与数值模拟
- Experimental and Numerical Investigation on the Damage Effects of Concrete Pier under Contact Explosion
- 兵工学报 2024年45卷第1期页码：144-155
- 作者机构：
  
  1. 陆军工程大学国防工程学院, 江苏南京 210007
  2. 东南大学爆炸安全防护教育部工程研究中心, 江苏南京 211189
  3. 陆军工程大学野战工程学院, 江苏南京 210007
- 作者简介：
  
  * 邮箱: 584302110@qq.com
- 基金信息：
  
  科技创新项目(KYGYZB0019003)
- DOI：10.12382/bgxb.2022.0397
  中图分类号：
- 收稿：2022-05-18，
  
  网络出版：2024-02-06，
  
  纸质出版：2024-01-30
- 稿件说明：
移动端阅览
康耕新, 颜海春, 张亚栋, 等. 接触爆炸下混凝土墩破坏效应试验与数值模拟[J]. 兵工学报, 2024,45(1):144-155.

Gengxin KANG, Haichun YAN, Yadong ZHANG, et al. Experimental and Numerical Investigation on the Damage Effects of Concrete Pier under Contact Explosion[J]. Acta Armamentarii, 2024, 45(1): 144-155.
康耕新, 颜海春, 张亚栋, 等. 接触爆炸下混凝土墩破坏效应试验与数值模拟[J]. 兵工学报, 2024,45(1):144-155. DOI： 10.12382/bgxb.2022.0397.

Gengxin KANG, Haichun YAN, Yadong ZHANG, et al. Experimental and Numerical Investigation on the Damage Effects of Concrete Pier under Contact Explosion[J]. Acta Armamentarii, 2024, 45(1): 144-155. DOI： 10.12382/bgxb.2022.0397.

摘要

为研究混凝土墩在炸药接触爆炸作用下的破坏效应

分别采用K & C模型、HJC模型、RHT模型和Kong-Fang模型对混凝土墩体的破坏效果进行数值模拟

讨论破坏形态、裂缝数量、块体数量、芯部残高和侧面残高的变化并与试验对比。研究结果表明

4种模型都能有效地预测混凝土墩体的破坏形态:在顶部集团装药爆炸作用下

混凝土墩体上半部分和下半部分表现为不同的破坏形式

上半部分为破碎性破坏

形成大量1~10cm为主的碎块;下半部分为破裂性破坏

开裂为有限数量的块体;其中Kong-Fang模型能够更加可靠地预测破裂区块体的数量和残高。残留块体破坏特征参数随装药量的变化的研究结果表明

随着装药量从1.0kg增加到4.5kg

块体的数量增加到25

块体底面尺寸由40cm减小为15cm

约为混凝土底边尺寸的1/5~1/25;装药量从1.0kg增加到3.5kg时芯部残高及侧面残高减小较快

在装药量增加到4.0kg后

分别稳定在40cm及28cm左右处

不再明显变化。基于以上研究结果

拟合了块体数量、芯部残高及侧面残高随装药量的变化公式

为有效实施混凝土墩体爆破作业提供了参考。

Abstract

The damage effects of concrete pier under the action of contact explosion are studied. Firstly

the K&C

HJC

RHT and Kong-Fang models are respectively used to numerically calculate the failure effects of concrete pier. The failure modes

the number of cracks

the number of broken blocks and the change in residual heights of core and side are discussed and compared with the test results. The results show that the four models can effectively predict the failure modes of concrete pier: the upper half and lower half of concrete pier show different failure modes under the explosion of the top group charge. The upper half is broken and damaged to form a large number of fragments ranging from 1cm to 10cm in diameter

and the lower half is ruptured to be cracked into a limited number of blocks. Kong-Fang model can more reliably predict the number and residual heights of broken blocks. On this basis

the variation of damage characteristic parameters of residual blocks with the charge volume was studied. It is found that

with the increase in the charge from 1.0kg to 4.5kg

the number of broken blocks increases to 25 pieces

and the size of the bottom surface of a block decreases from 40cm to 15cm

which is about 1/5-1/25 of the size of concrete pier in the broken part. The core residual height and side residual height decrease rapidly when the charge volume increases from 1.0kg to 3.5kg

and are stabilized at 40cm and 28cm

respectively

after the charge of 4kg

and no longer changed significantly. Based on the above research results

the formulas for the changes in the number of blocks

the residual height of the core and the residual height of the side are fitted. The research in this paper provides a basis for the effective implementation of concrete pier blasting operations.

关键词

Keywords

references

顾文彬 , 叶序双 , 王自力 . 水中爆炸冲击波作用下混凝土墩动态响应初步分析 [J ] . 爆炸与冲击 , 1999 , 26 ( 1 ): 73 - 78 .

GU W B , YE X S , WANG Z L . Dydamic response analysis of concrete body for underwater shock waves [J ] . Explosion and Shock Waves , 1999 , 26 ( 1 ): 73 - 78 . (in Chinese)

顾文彬 , 郑向平 , 刘建青 , 等 . 浅层水中爆炸冲击波对混凝土墩斜碰撞作用试验研究 [J ] . 爆炸与冲击 , 2006 , 26 ( 4 ): 361 - 366 .

GU W B , ZHENG X P , LIU J Q , et al . Experimental investigation of the oblique collision effects of explosion shock wave on concrete frustum in shallow water [J ] . Explosion and Shock Waves , 2006 , 26 ( 4 ): 361 - 366 . (in Chinese)

李裕春 , 程克明 , 沈蔚 , 等 . 水中冲击波对混凝土结构破坏的实验研究 [J ] . 材料工程 , 2008 , 36 ( 12 ): 19 - 23 .

LI Y C , CHENG K M , SHEN W , et al . Damage analysis of concrete structure by underwater shock [J ] . Journal of Materials Engineering , 2008 , 36 ( 12 ): 19 - 23 . (in Chinese)

李裕春 , 刘强 , 毛益明 , 等 . 浅层水中冲击波作用下混凝土墩的动态响应分析 [C ] // 第七届全国工程结构安全防护学术会议论文集 . 宁波 : 中国力学学会爆炸力学专业委员会和中国土木工程学会防护工程分会 , 2009 : 89 - 94 .

LI Y C , LIU Q , MAO Y M , et al . Analysis of dynamic response of concrete frustum under shock waves in shallow water [C ] // Proceedings of the 7th National Academic Conference on Safety Protection of Engineering Structure.Ningbo , China : Professional Committee of Explosive Mechanics, the Chinese Society of Theoretical and Applied Mechanic s, and Protective Engineering Branch of China Civil Engineering Society, 2009 : 89 - 94 . (in Chinese)

郝礼楷 , 顾文彬 , 邹绍昕 , 等 . 空气中集团装药对混凝土墩接触爆炸毁伤研究 [J/OL ] . 兵器装备工程学报 : 1 - 6 [ 2022-04-27 ] .

HAO L K , GU W B , ZOU S X , et al . Damage study of the concrete obstacle caused by air contact explosion of group charge [J/OL ] . Journal of Ordnance Equipment Engineering : 1 - 6 [ 2022-04-27 ] . (in Chinese)

MALVAR L J , CRAWFORD J E , WESEVICH J W , et al . A plasticity concrete material model for DYNA3D [J ] . International Journal of Impact Engineering , 1997 , 19 ( 9 ): 847 - 873 . DOI: 10.1016/S0734-743X(97)00023-7 http://doi.org/10.1016/S0734-743X(97)00023-7 https://linkinghub.elsevier.com/retrieve/pii/S0734743X97000237 https://linkinghub.elsevier.com/retrieve/pii/S0734743X97000237

HOLMQUIST T J , JOHNSON G R , COOK W H . A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures [C ] // Proceedings of the 14th International Symposium on Ballistics. Quebec , Canada : American Defense Preparedness Association , 1993 : 591 - 600 .

RIEDEL W , THOMA K , HIERMAIER S , et al . Penetration of reinforced concrete by BETA-B-500 numerical analysis using a new macroscopic concrete model for hydrocodes [C ] // Proceedings of the 9th International Symposium on the Effects of Munitions with Structures. Berlin , Germany : Akadernie für Kommunikation ond Information , 1999 : 1 - 8 .

ZHOU X Q , KUZNETSOV V A , HAO H , et al . Numerical prediction of concrete slab response to blast loading [J ] . International Journal of Impact Engineering , 2008 , 35 ( 10 ): 1186 - 1200 . DOI: 10.1016/j.ijimpeng.2008.01.004 http://doi.org/10.1016/j.ijimpeng.2008.01.004 https://linkinghub.elsevier.com/retrieve/pii/S0734743X08000201 https://linkinghub.elsevier.com/retrieve/pii/S0734743X08000201

HARTMANN T , PIETZSCH A , GEBBEKEN N . A hydrocode material model for concrete [J ] . International Journal of Protective Structures , 2010 , 1 ( 4 ): 299 - 318 . DOI: 10.1260/2041-4196.1.3.299 http://doi.org/10.1260/2041-4196.1.3.299 http://journals.sagepub.com/doi/10.1260/2041-4196.1.3.299 http://journals.sagepub.com/doi/10.1260/2041-4196.1.3.299 The experimental determination of the equation of state is a complex and expensive task. This paper presents a new methodology for the theoretical determination of the equation of state for concrete. Mesomechnical simulations are conducted and compared to three sets of experimental data. It was also investigated whether the methodology used for the meso-scale modeling is applicable to a homogenized description of concrete. Based on more than 400 numerical simulations, it is shown that the EoS parameters which are determined on a purely theoretical basis agree well with both the experimental and the numerical results on a meso-level. Hence, the provided theoretical methodology enables modelers to assess the EoS parameters of concrete for most applications in a simple spreadsheet analysis.

GEBBEKEN N , RUPPERT M . A new material model for concrete in high-dynamic hydrocode simulations [J ] . Archive of Applied Mechanics , 2000 , 70 ( 7 ): 18 - 29 .

LIAO Z , LI Z Z , XUE Y L , et al . Study on anti-explosion behavior of high-strength reinforced concrete beam under blast loading [J ] . Strength of Materials , 2019 , 51 ( 9/10 ): 299 - 318 .

汪剑辉 , 吕林梅 , 尚伟 , 等 . 接触爆炸载荷下钢筋混凝土梁的毁伤特性研究 [J ] . 防护工程 , 2020 , 42 ( 2 ): 22 - 27 .

WANG J H , LÜ L M , SHANG W , et al . Study of damage characteristics of reinforced concrete beams under contact explosion load [J ] . Protective Engineering , 2020 , 42 ( 2 ): 22 - 27 . (in Chinese)

ZHANG Z , YAN L H , HE Z Y , et al . Study on the blast resistance of concrete beams reinforced with ultra [J ] . IOP Conference Series:Materials Science and Engineering , 2020 , 780 : 042023 . 10.1088/1757-899X/780/4/042023 https://dx.doi.org/10.1088/1757-899X/780/4/042023 . Experiments and numerical simulations were performed to investigate the blast resistance of concrete beams reinforced with ultra-high-molecular-weight polyethylene (UHMWPE) fibers under close-in blast loads. The blast tests were carried out on fiber- reinforced concrete beams with a volume content of 0.7% at three scaled distances (i.e., 0.36, 0.40, and 0.47 m/kg1/3) and the damage results were compared with the characteristics of normal reinforced concrete beams. The results show that the UHMWPE fibers can decrease the damage degree of the beams, hinder the generation and development of cracks, and prevent spalling on the back surface, indicating that the blast resistance of UHMWPE-fiber-reinforced concrete beams is better than that of normal reinforced concrete beams with the same strength grade. Due to the addition of fibers, the improvement in the damage resistance to blast loads at the bottom surface of the beam is better than that at the top surface. A 3D blast-test model was established and calculated using the LS-DYNA software. A numerical study of the extended scaled distances was carried out to determine the change law of the damage features based on it. When the scaled distance is greater than 0.41 kg/m1/3, the damage mode of the beam begins to change from the mode of large damage at the bottom and small damage at the top to the mode involving large damage at the top and small damage at the bottom.

徐世烺 , 吴平 , 周飞 , 等 . 活性粉末混凝土抗多次侵彻实验研究及数值预测 [J ] 爆炸与冲击 , 2021 , 41 ( 6 ): 68 - 83 .

XU S L , WU P , ZHOU F , et al . Experimental investigation and numerical prediction on resistance of reactive powder concrete to multiple penetration [J ] . Explosion and Shock Waves , 2021 , 41 ( 6 ): 68 - 83 . (in Chinese)

王政 , 倪玉山 , 曹菊珍 , 等 . 冲击载荷下混凝土本构模型构建研究 [J ] . 高压物理学报 , 2006 , 20 ( 4 ): 337 - 344 .

WANG Z , NI Y S , CAO J Z , et al . Building of a constitutive model for concrete under dynamic impact [J ] . Chinese Journal of High Pressure Physics , 2006 , 20 ( 4 ): 337 - 344 . (in Chinese)

LIU Y , MA A , HUANG F L . Numerical simulations of oblique-angle penetration by deformable projectiles into concrete targets [J ] . International Journal of Impact Engineering , 2009 , 36 ( 3 ): 438 - 446 . DOI: 10.1016/j.ijimpeng.2008.03.006 http://doi.org/10.1016/j.ijimpeng.2008.03.006 https://linkinghub.elsevier.com/retrieve/pii/S0734743X08001231 https://linkinghub.elsevier.com/retrieve/pii/S0734743X08001231

LEPPÄNEN J . Concrete subjected to projectile and fragment impacts: Modelling of crack softening and strain rate dependency in tension [J ] . International Journal of Impact Engineering , 2006 , 32 ( 11 ): 1828 - 1841 .DOI: 10.1016/j.ijimpeng.2005.06.005 https://dx.doi.org/10.1016/j.ijimpeng.2005.06.005 . https://linkinghub.elsevier.com/retrieve/pii/S0734743X05000941 https://linkinghub.elsevier.com/retrieve/pii/S0734743X05000941

TU Z G , LU Y . Modifications of RHT material model for improved numerical simulation of dynamic response of concrete [J ] . International Journal of Impact Engineering , 2010 , 37 ( 10 ): 1072 - 1082 .DOI: 10.1016/j.ijimpeng.2010.04.004 https://dx.doi.org/10.1016/j.ijimpeng.2010.04.004 . https://linkinghub.elsevier.com/retrieve/pii/S0734743X10000576 https://linkinghub.elsevier.com/retrieve/pii/S0734743X10000576

NYSTRÖM U , GYLLTOFT K . Comparative numerical studies of projectile impacts on plain and steel-fibre reinforced concrete [J ] . International Journal of Impact Engineering , 2011 , 38 ( 2/3 ): 95 - 105 . DOI: 10.1016/j.ijimpeng.2010.10.003 http://doi.org/10.1016/j.ijimpeng.2010.10.003 https://linkinghub.elsevier.com/retrieve/pii/S0734743X10001491 https://linkinghub.elsevier.com/retrieve/pii/S0734743X10001491

KONG X Z , FANG Q , CHEN L , et al . A new material model for concrete subjected to intense dynamic loadings [J ] . International Journal of Impact Engineering , 2018 , 120 : 60 - 78 . DOI: 10.1016/j.ijimpeng.2018.05.006 http://doi.org/10.1016/j.ijimpeng.2018.05.006 https://linkinghub.elsevier.com/retrieve/pii/S0734743X18302732 https://linkinghub.elsevier.com/retrieve/pii/S0734743X18302732

WANG Y , KONG X Z , FANG Q , et al . Modelling damage mechanisms of concrete under high confinement pressure [J ] . International Journal of Impact Engineering , 2021(prepublish) .

HUANG X P , KONG X Z , HU J , et al . The influence of free water content on ballistic performances of concrete targets [J ] . International Journal of Impact Engineering , 2020 , 139 : 103530 .DOI: 10.1016/j.ijimpeng.2020.103530 https://dx.doi.org/10.1016/j.ijimpeng.2020.103530 . https://linkinghub.elsevier.com/retrieve/pii/S0734743X19313788 https://linkinghub.elsevier.com/retrieve/pii/S0734743X19313788

高矗 , 孔祥振 , 方秦 , 等 . 混凝土中爆炸应力波衰减规律的数值模拟研究 [J/OL ] . 爆炸与冲击 : 1 - 14 [ 2022-04-20 ] . http://kns.cnki.net/kcms/detail/51.1148.O3.20220411.1502.012.html http://kns.cnki.net/kcms/detail/51.1148.O3.20220411.1502.012.html http://kns.cnki.net/kcms/detail/51.1148.O3.20220411.1502.012.html.

GAO C , KONG X Z , FANG Q , et al . Numerical investigation on attenuation of stress wave in concrete subjected to explosion [J/OL ] . Explosion and Shock Waves : 1 - 14 [ 2022-04-20 ] . http://kns.cnki.net/kcms/detail/51.1148.O3.20220411.1502.012.html http://kns.cnki.net/kcms/detail/51.1148.O3.20220411.1502.012.html http://kns.cnki.net/kcms/detail/51.1148.O3 .20220411.1502.012.html. (in Chinese)

王银 , 孔祥振 , 方秦 , 等 . 弹体对混凝土材料先侵彻后爆炸损伤破坏效应的数值模拟研究 [J/OL ] . 爆炸与冲击 : 1 - 13 [ 2021-12-28 ] . http://kns.cnki.net/kcms/detail/51.1148.O3.20210902.1102.004.html http://kns.cnki.net/kcms/detail/51.1148.O3.20210902.1102.004.html http://kns.cnki.net/kcms/detail/51.1148.O3.20210902.1102.004.html.

WANG Y , KONG X Z , FANG Q , et al . Numerical investigation on damage and failure of concrete targets subjected to projectile penetration followed by explosion [J/OL ] . Explosion and Shock Waves : 1 - 13 [ 2021-12-28 ] . http://kns.cnki.net/kcms/detail/51.1148.O3.20210902.1102.004.html http://kns.cnki.net/kcms/detail/51.1148.O3.20210902.1102.004.html http://kns.cnki.net/kcms/detail/51.1148.O3.20210902.1102.004.html. (in Chinese)

LS-DYNA . Keyword user’s manual [R ] . Livermore, CA , US : Livermore Software Technology Corporation , 2020 .

SCHWER L , MALVAR L J . Simplified concrete modeling with *MAT_CONCRETE_ DAMAGE_REL3 [EB/OL ] . LS-DYNA Anwenderforum, H-I-49-60, Bamberg, Germany (2005) . http://www.geomaterialmodeling.com/pdf/88briefly.pdf http://www.geomaterialmodeling.com/pdf/88briefly.pdf http://www.geomaterialmodeling.com/pdf/88briefly.pdf

ZHANG F L , ZHONG R . A parametric study on the high-velocity projectile impact resistance of UHPC using the modified K & C model [J ] . Journal of Building Engineering , 2022 , 46 , DOI: 10.1016/J.JOBE.2021.103514 https://dx.doi.org/10.1016/J.JOBE.2021.103514 .

任根茂 , 吴昊 , 方秦 , 等 . 普通混凝土HJC本构模型参数确定 [J ] . 振动与冲击 , 2016 , 35 ( 18 ): 9 - 16 .

REN G M , WU H , FANG Q , et al . Determinations of HJC constitutive model parameters for normal strength concrete [J ] . Journal of Vibration and Shock , 2016 , 35 ( 18 ): 9 - 16 . (in Chinese)

张社荣 , 宋冉 , 王超 , 等 . 碾压混凝土HJC动态本构模型修正及数值验证 [J ] . 振动与冲击 , 2019 , 38 ( 12 ): 25 - 31 .

ZHANG S R , SONG R , WANG C , et al . Modification of a dynamic constitutive model-HJC model for roller-compacted concrete and numerical verification [J ] . Journal of Vibration and Shock , 2019 , 38 ( 12 ): 25 - 31 . (in Chinese)

ABDEL-KADER M . Modified settings of concrete parameters in RHT model for predicting the response of concrete panels to impact [J ] . International Journal of Impact Engineering , 2019 , 132 (OCT.):103312.1-103312.18. DOI: 10.1016/j.ijimpeng.2019.06.001 https://dx.doi.org/10.1016/j.ijimpeng.2019.06.001 .

ABDEL-KADER M . Numerical predictions of the behaviour of plain concrete targets subjected to impact [J ] . International Journal of Protective Structures , 2018 , 9 ( 3 ):204141961875910.DOI: 10.1177/2041419618759109 https://dx.doi.org/10.1177/2041419618759109 .

KONG X Z , FANG Q , ZHANG J H , et al . Numerical prediction of dynamic tensile failure in concrete by a corrected strain-rate dependent nonlocal material model [J ] . International Journal of Impact Engineering , 2020 , 137 (Mar.):103445.1-103445.18. DOI: 10.1016/j.ijimpeng.2019.103445 https://dx.doi.org/10.1016/j.ijimpeng.2019.103445 .

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.

WU S , ZHAO J H , ZHANG D F , et al . Numerical analysis of explosion wave in free air [J ] . Engineering Blasting , 2019 , 25 ( 3 ): 1 - 6 ,31. (in Chinese)

王新颖 , 王树山 , 王绍慧 , 等 . 典型水中战斗部炸药装药跌落撞击响应特性 [J ] . 兵工学报 , 2021 , 42 ( 增刊1 ): 33 - 39 .

WANG X Y , WANG S S , WANG S H , et al . Drop impact response characteristics of typical explosive charge in underwater warhead [J ] . Acta Armamentarii , 2021 , 42 ( S1 ): 33 - 39 . (in Chinese)

浏览量

2706

下载量

CNKI被引量

文章被引用时，请邮件提醒。

提交

工具集

关联资源

拉伸载荷下双销式履带板强度计算方法

频率步进连续波雷达电磁辐射2阶互调虚警干扰效应规律

Recent studies on potential accident-tolerant fuel-cladding systems in light water reactors

Frequency sensitivity of the passive third harmonic superconducting cavity for SSRF

Effect of ³⁷Cl enrichment on neutrons in a Molten Chloride Salt Fast Reactor