Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Wu Sai, Zhao Junhai, Wei Xueying, Sun Shanshan, Zhang Dongfang. NUMERICAL ANALYSIS OF MULTIBARREL TUBE-CONFINED CONCRETE COLUMNS ON EFFECT OF BLAST ACTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 112-117,135. doi: 10.13204/j.gyjz201301025
Citation: Wu Sai, Zhao Junhai, Wei Xueying, Sun Shanshan, Zhang Dongfang. NUMERICAL ANALYSIS OF MULTIBARREL TUBE-CONFINED CONCRETE COLUMNS ON EFFECT OF BLAST ACTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 112-117,135. doi: 10.13204/j.gyjz201301025

NUMERICAL ANALYSIS OF MULTIBARREL TUBE-CONFINED CONCRETE COLUMNS ON EFFECT OF BLAST ACTION

doi: 10.13204/j.gyjz201301025
  • Received Date: 2011-06-27
  • Publish Date: 2013-01-20
  • Based on the finite element analysis software ANSYS/LS-DYNA,it was established some finite element models of multibarrel tube-confined concrete columns at different cross-section form,and was analyzed the dynamic performances of them under three typical blast action by the post-processing software LS-PREPOST.The results showed that multibarrel tube-confined concrete columns had a good performance in anti-explosion.The simulation results could provide some references for anti-explosion design and the reinforcement of multibarrel tube-confined concrete columns and the selection of the structure form.
  • 段萌笋,郑春元,王克信,等.浅谈在反恐怖主义爆炸中如何加强对建筑物的防护[C]//中国土木工程学会防护工程分会第五届理事会暨第九次学术年会论文集:下册.长春:2004.
    [2] 张兆强.复式钢管混凝土柱在轴压和水平荷载作用下的力学性能研究[D].西安:长安大学,2007.
    [3] 蔡绍怀,焦占拴.复式钢管混凝土柱的基本性能和承载力计算[J].建筑结构学报,1997,18(6):20-25.
    [4] 陶忠,于清.新型组合结构柱--试验、理论与方法[M].北京:科学出版社,2006.
    [5] 魏雪英.爆炸冲击荷载下混凝土和砖砌体材料及结构的响应研究[R].西安建筑科技大学博士后研究工作报告.西安:西安建筑科技大学,2007.
    [6] Water Way Experimental Station,Corps of Engineers. TM5-855-1Fundamental of Protective Design for Conventional Weapons[M].Washington DC: United States Department of the Army,1986.
    [7] Headquarters Departments of the Army,the Navy,the Air Force.TM5-1300 Structures to Esist the Effects of Accidental Explosion[M]. Washington DC: United States Department of the Army,1990.
    [8] Holmquist T J,Johnson G R. A Computatonal Constitutive Modelfor Concrete Subjected to Large Strains,High Strain Rates,andHigh Pressures[C]//14 th International Symposium on BallisticsQuebec. Canada:1993:26-29.
    [9] 张凤国,李恩征.大应变、高应变率及高压强条件下混凝土的计算模型[J].爆炸与冲击,2002,22(3):198-202.
    [10] LS-DYNA. Keyword User s Manual. Version 970[M]. Livermore:Livemore Software Technology Corporation(LSTC),2006.
    [11] 孙建运.爆炸冲击荷载作用下钢骨混凝土柱性能研究[D].上海:同济大学,2006.
    [12] Corley W G,Maker P F,Sozen M A,et al. The Oklahoma CityBombing: Summary and Recommendations for MultihazardMitigation [J]. ASCE: Journal of Performanee of ConstructedFacilities,1998,12(3):100-112.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (126) PDF downloads(52) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return