Volume 22 Issue 2
Turn off MathJax
Article Contents
Abstract
Related Articles
ZENG Qing-dun, LIU Yong-guang, WEN Jing-yun. A NEW ANALYTICAL METHOD FOR FAILURE ANALYSIS OF STEEL FIBER CONCRETE WITH A CRACK[J]. Engineering Mechanics, 2005, 22(2): 120-123,.
Citation: ZENG Qing-dun, LIU Yong-guang, WEN Jing-yun. A NEW ANALYTICAL METHOD FOR FAILURE ANALYSIS OF STEEL FIBER CONCRETE WITH A CRACK[J]. Engineering Mechanics, 2005, 22(2): 120-123,.
shu

A NEW ANALYTICAL METHOD FOR FAILURE ANALYSIS OF STEEL FIBER CONCRETE WITH A CRACK

  • College of Transportation and Communication, South China University of Technology, Guangzhou 510640, China

More Information
  • Received Date: May 05, 2003
  • Revised Date: October 07, 2003
    Graphical Abstract
    • Abstract
  • The tensile failure of steel fiber concrete with a crack is studied utilizing the shear-lag model of finite sub-layers in conjunction with the linear elastic fracture mechanics. The tensile failure strength is found to be in good agreement with the experimental results. Thus, the correctness and reliability of the present analytical method is verified.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]CHEN Yu-liang, JIANG Rui, CHEN Zong-ping, ZHANG Shao-song. FAILURE MECHANISM AND STRENGTH CALCULATION OF COMPOSITE SHEAR STEEL FIBER RECYCLED CONCRETE[J]. Engineering Mechanics, 2023, 40(3): 88-97, 128. DOI: 10.6052/j.issn.1000-4750.2021.08.0677
    [2]DU Ming-rui, JING Hong-wen, SU Hai-jian, ZHU Tan-tan. EFFECTS OF HOLES’ GEOMETRICAL SHAPE ON STRENGTH AND FAILURE CHARACTERISTICS OF A SANDSTONE SAMPLE CONTAINING A SINGLE HOLE[J]. Engineering Mechanics, 2016, 33(7): 190-196,219. DOI: 10.6052/j.issn.1000-4750.2014.12.1066
    [3]HUANG Fu, YANG Xiao-li, ZHAO Lian-heng, LING Tong-hua. UPPER BOUND SOLUTIONS OF SAFETY FACTOR FOR SHALLOW TUNNELS SUBJECTED TO NONLINEAR FAILURE CRITERION AND STRENGTH REDUCTION METHOD[J]. Engineering Mechanics, 2013, 30(12): 160-166. DOI: 10.6052/j.issn.1000-4750.2012.08.0600
    [4]WANG Xue-bin, ZHANG Jun. NUMERICAL SIMULATION OF FAILURE PROCESS OF THREE-POINT BENDING CONCRETE BEAM CONSIDERING HETEROGENEITY OF TENSILE STRENGTH AND POST-PEAK SOFTENING CURVE[J]. Engineering Mechanics, 2009, 26(12): 155-160.
    [5]HE Zhen-jun, SONG Yu-pu. STRENGTH AND FAILURE CRITERION OF PLAIN HIGH-STRENGTH HIGH-PERFORMANCE CONCRETE UNDER BIAXIAL COMPRESSION SURVIVING HIGH TEMPERATURES[J]. Engineering Mechanics, 2009, 26(2): 124-130.
    [6]LIN Xu-jian, ZHENG Zuo-qiao, QIAN Zai-zi. NEW COLLAPSE MECHANISM AND ULTIMATE PUNCHING SHEAR STRENGTH OF REINFORCED CONCRETE SLABS[J]. Engineering Mechanics, 2003, 20(1): 58-62,7.
    [7]REN Hao-lei, LIU Yuan-yong, JIAO Gui-qiong. A SIMULATION OF COMPRESSION FAILURE PROCESS AND RESIDUAL STRENGTH IN LAMINATED COMPOSITES CONTAINING A PREFAB DELAMINATION DAMAGE[J]. Engineering Mechanics, 2002, 19(6): 110-114.
    [8]Li Hong, Liu Xila. Shear Strength Calculation Based on Concrete Failure Criterion[J]. Engineering Mechanics, 1993, 10(1): 52-60.
    [9]Li Hong, Liu Xila. THE CRITICAL TENSILE-SHEAR FAILURE AND SHEAR STRENGTH OF CONCRETE[J]. Engineering Mechanics, 1992, 9(4): 1-9.
    [10]Chen Jin, Chen Xiangfu. Boundary Element Method for Non-linear analysis the Progressive Failure of Rock Engineering[J]. Engineering Mechanics, 1991, 8(4): 128-137.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (881) PDF downloads (306) 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