|本期目录/Table of Contents|

[1]瞿海雁,李国强,孙建运,等.侧向冲击作用下圆钢管混凝土构件的数值模拟分析[J].建筑科学与工程学报,2010,27(01):89-96.
 QU Hai-yan,LI Guo-qiang,SUN Jian-yun,et al.Numerical Simulation Analysis of Circular Concrete-filled Steel Tube Specimen Under Lateral Impact[J].Journal of Architecture and Civil Engineering,2010,27(01):89-96.
点击复制

侧向冲击作用下圆钢管混凝土构件的数值模拟分析(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
27卷
期数:
2010年01期
页码:
89-96
栏目:
出版日期:
2010-03-20

文章信息/Info

Title:
Numerical Simulation Analysis of Circular Concrete-filled Steel Tube Specimen Under Lateral Impact
作者:
瞿海雁12李国强13孙建运4陈素文13
1. 同济大学 土木工程学院,上海 200092; 2. 普渡大学 工程学院,印第安纳 拉斐埃特 IN47907; 3. 同济大学 土木工程防灾国家重点实验室,上海 200092; 4. 新加坡凯斯防护科技集团,新加坡 159361
Author(s):
QU Hai-yan12 LI Guo-qiang13 SUN Jian-yun4 CHEN Su-wen13
1. School of Civil Engineering, Tongji University, Shanghai 200092, China; 2. School of Engineering, Purdue University, West Lafayette IN47907, Indiana, USA; 3. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai
关键词:
圆钢管混凝土 侧向冲击作用 动力响应 数值模拟 LS-DYNA程序
Keywords:
circular concrete-filled steel tube lateral impact function dynamic response numeric-al simulation LS-DYNA program
分类号:
TU375
DOI:
-
文献标志码:
A
摘要:
首先利用LS-DYNA程序对一圆钢管混凝土构件落锤冲击试验进行数值模拟; 然后对1根两端固支的钢管混凝土构件在侧向冲击作用下的动力响应进行分析,模拟过程中混凝土采用能较好模拟复杂试验结果的CONCRETE_DAMAGE _REL3模型,钢管采用随动硬化模型,同时通过共用节点方法模拟钢管和混凝土之间的相互作用,通过面面接触方式模拟冲击体与构件之间的接触作用; 最后对两端固支的钢管混凝土构件在不同条件下的动力响应进行比较和分析,得到了冲击体动能、冲量对构件变形、支座和跨中内力的影响。结果表明:试验结果与数值模拟结果符合较好,采用该数值模拟方法可以很好地模拟圆钢管混凝土构件在侧向冲击荷载作用下的动力响应。
Abstract:
Firstly, the numerical simulation of a circular concrete-filled steel tube specimen under drop impact was carried out by using LS-DYNA program. Then, the dynamic response of a fixed-end concrete-filled steel tube specimen under lateral impact was analyzed. In the analysis, the material model, CONCRETE_DAMAGE_REL3, which could give a robust description of complex concrete laboratory response, was chosen to make concrete model. Steel was simulated by kinematical hardening model and the influence of strain rate was also taken into account for both concrete and steel. Common node was taken to simulate the interaction of the outer steel tube with the core concrete and the surface to surface contact model was used to model the contact function between impact body and the specimen. Finally, the dynamic response of a fixed-end concrete-filled steel tube specimen was compared and analyzed under different conditions. The influence of the impulse and kinetic energy of the impact body on the deformation of the specimen, the internal forces of the end cross section, the mid-span cross section of the specimen were obtained. The results show that the test results agree well with the numerical simulation results, and the simulation method used in the paper can simulate the dynamic response of a circular concrete-filled steel tube specimen under lateral impact load function.

参考文献/References:

[1] 韩林海.钢管混凝土结构:理论与实践[M].北京:科学出版社,2004. HAN Lin-hai.Concrete-filled Steel Tube Structures:Theory and Practice[M].Beijing:Science Press,2004.
[2]李文亮.侧向冲击钢管混凝土构件的试验研究和仿真数值分析[D].太原:太原理工大学,2007. LI Wen-liang.Experiment Research and Emulation Numerical Analysis on Steel Tube-confined Concrete Under the Lateral Impact[D].Taiyuan:Taiyuan University of Technology,2007.
[3]尚晓江,苏建宇,王化锋,等.ANSYS LS-DYNA动力分析方法与工程实例[M].2版.北京:中国水利水电出版社,2008 SHANG Xiao-jiang,SU Jian-yu,WANG Hua-feng,et al.Dynamic Analysis Method and Engineering Examples of ANSYS LS-DYNA[M].2nd ed.Beijing:China Water Power Press,2008.
[4]Livermore Software Technology Corporation.LS-DYNA Keyword User's Manual[M].Livermore:Livermore Software Technology Corporation,2006.
[5]MALVAR L J,SIMONS D.Concrete Material Modeling in Explicit Computations[C]//USAE.Proceeding of Workshop on Recent Advances in Computational Structural Dynamics and High Performance Comput-ing.Vicksburg:USAE,1996:165-194.
[6]MALVAR L J,CRAWFORD J E,MORRILL K B.K&C Concrete Material Model Release III:Auto-mated Generation of Material Model Input[R].Glendale:Karagozian & Case Structural Engineers,2000.
[7]MALVAR L J,ROSS C A.Review of Strain Rate Effects for Concrete in Tension[J].ACI Materials Journal,1998,95(6):735-739.
[8]SHI Y C,HAO H,LI Z X.Numerical Derivation of Pressure-impulse Diagrams for Prediction of RC Column Damage to Blast Loads[J].International Journal of Impact Engineering,2008,35(11):1213-1227.
[9]BISCHOFF P H,PERRY S H.Compressive Behavior of Concrete at High Strain Rates[J].Materials and Structures,1991,24(6):425-450.
[10]MALVAR L J.Review of Static and Dynamic Prop-erties of Steel Reinforcing Bars[J].ACI Materials Journal,1998,95(5):609-616.

相似文献/References:

[1]高春彦,杨卫平,李 斌,等.圆钢管混凝土K型焊接管板节点受力性能试验[J].建筑科学与工程学报,2014,31(04):51.
 GAO Chun-yan,YANG Wei-ping,LI Bin,et al.Experiment on Mechanical Behavior for Concrete-filled Circular Steel Tube K-type Welded Tube-gusset Joints[J].Journal of Architecture and Civil Engineering,2014,31(01):51.
[2]段绍臻,马 钰,史艳莉,等.施工初应力作用下内配十字形型钢的圆钢管混凝土 轴压短柱力学性能分析[J].建筑科学与工程学报,2020,37(01):85.[doi:10.19815/j.jace.2019.01034]
 DUAN Shao-zhen,MA Yu,SHI Yan-li,et al.Analysis on Axial Compression Mechanical Behavior of Circular Concrete Filled Steel Tubular Stub Columns with Inner Crossed Profiled Steel Under Construction Pre-load[J].Journal of Architecture and Civil Engineering,2020,37(01):85.[doi:10.19815/j.jace.2019.01034]

备注/Memo

备注/Memo:
收稿日期:2009-10-08
作者简介:瞿海雁(1977-),男,湖南汨罗人,工学博士研究生,E-mail:haiyanqu2008@yhaoo.com.cn。
更新日期/Last Update: 2010-03-20