Volume 18 Issue 4
Turn off MathJax
Article Contents
Abstract
Related Articles
HU Ba-yi, BAI Jin-song, ZHANG Ming, CHENG Wei. THE DYNAMIC RESPONSE ANALYSIS OF SPHERICAL EXPLOSION-CONTAINMENT VESSELS[J]. Engineering Mechanics, 2001, 18(4): 136-139.
Citation: HU Ba-yi, BAI Jin-song, ZHANG Ming, CHENG Wei. THE DYNAMIC RESPONSE ANALYSIS OF SPHERICAL EXPLOSION-CONTAINMENT VESSELS[J]. Engineering Mechanics, 2001, 18(4): 136-139.
shu

THE DYNAMIC RESPONSE ANALYSIS OF SPHERICAL EXPLOSION-CONTAINMENT VESSELS

  • Institute of Fluid Physics CAEP, Mianyang 621900

More Information
  • Received Date: January 23, 2000
  • Revised Date: April 09, 2000
    Graphical Abstract
    • Abstract
  • The reflected shock pressures on the inner wall of the spherical explosion-containment vessels are calculated by the Eulerian method in the DYTRAN code. The vessel's dynamic response under the reflected shock pressures is analyzed and simulated by an analytical method and the LS-DYNA finite element code. The effective stress history and the effective stress cloud charts of the vessel are obtained. The present method and the results may offer useful guidelines for similar vessel strength design and safe operations.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]MEI Wen-xin, WANG Qing-song, SUN Jin-hua. SIMULATION ON THE GRAPHITE PARTICLES STRESS DURING THE CHARGE PROCESS OF THE LITHIUM ION BATTERY BASED ON ELECTROCHEMICLA-MECHANICAL MODEL[J]. Engineering Mechanics, 2020, 37(S): 352-357. DOI: 10.6052/j.issn.1000-4750.2019.04.S022
    [2]QIAN Jian-gu, ZHOU Ren-yi, HUANG Mao-song. DYNAMIC STRESS RESPONSES TO HIGH-SPEED MOVING LOAD ON ELASTIC SATURATED SEMI-SPACE GROUND[J]. Engineering Mechanics, 2016, 33(3): 39-46. DOI: 10.6052/j.issn.1000-4750.2014.08.0706
    [3]LUO Yang-jun, WU Xiao-xiang, DENG Zi-chen. STUDY ON STRESS BASED TOPOLOGY OPTIMIZATION FOR REINFORCED CONCRETE STRUCTURES[J]. Engineering Mechanics, 2013, 30(6): 22-29. DOI: 10.6052/j.issn.1000-4750.2012.02.0090
    [4]HUO Xu-ping, SHEN Hui-shen. DYNAMIC RESPONSE OF INITIALLY STRESSED MODERATELY THICK PLATES WITH FOUR FREE EDGES RESTING ON TENSIONLESS ELASTIC HALF-SPACE FOUNDATIONS[J]. Engineering Mechanics, 2009, 26(6): 65-069,.
    [5]CAI Wu, WEN Ze-feng, JIN Xue-song. EFFECTS OF RAIL GAP ON WHEEL-RAIL CONTACT STRESSES[J]. Engineering Mechanics, 2006, 23(9): 173-178.
    [6]LI Shi-hua, WANG Zhi-song, LIU Quan-kun. CALCULATION OF FLAT CONTAINER STRESS UNDER INTERNAL PRESSURE BY CONFORMAL MAPPING METHOD[J]. Engineering Mechanics, 2003, 20(3): 89-93.
    [7]YANG Zheng, LIAO Hong-jian, LOU Kang-yu. EXPERIMENTAL STUDY OF THE FULL CURVE OF THE STRESS-STRAIN RELATIONSHIP FOR MICROCONCRETE[J]. Engineering Mechanics, 2002, 19(2): 90-94.
    [8]Zhu Rupeng, Pan Shengcai, Gao Deping. A NUMERICAL STUDY OF STRESS STATE PARAMETERS AND FRETTING WEAR PARAMETERS IN FRETTING FATIGUE[J]. Engineering Mechanics, 1998, 15(4): 116-122.
    [9]Shi Xudong, Guo Zhenhai. STRESS STRAIN RELATIONSHIPS OF CONCRETE AND REINFORCEMENT USED FOR ANALYSIS OF BEAM COLUMN STRUCTURES AT ELEVATED TEMPERATURE[J]. Engineering Mechanics, 1997, 14(2): 28-35.
    [10]Liu Hongmin, Bian Yuhong. ANALYSIS OF THE 3-DIMENSIONAL STRESS DISTRIBUTIONS OF COLD STRIP ROLLING UNDER LARGE WIDTH TO THICKNESS RATIO BY SPLINE FINITE STRIP METHOD[J]. Engineering Mechanics, 1994, 11(2): 138-144.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (737) PDF downloads (257) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return