CHANG Xiao-huan, ZHANG Hong-tao, LIU Ying-hua, XU Bing-ye. PLASTIC LIMIT ANALYSIS OF HETEROGENEOUS MATERIALS BY GMC[J]. Engineering Mechanics, 2006, 23(12): 9-13.
Citation: CHANG Xiao-huan, ZHANG Hong-tao, LIU Ying-hua, XU Bing-ye. PLASTIC LIMIT ANALYSIS OF HETEROGENEOUS MATERIALS BY GMC[J]. Engineering Mechanics, 2006, 23(12): 9-13.

PLASTIC LIMIT ANALYSIS OF HETEROGENEOUS MATERIALS BY GMC

More Information
  • Received Date: April 27, 2005
  • Revised Date: June 21, 2006
  • By introducing the generalized method of cells (GMC) into plastic limit analysis, the bearing capacity of ductile composites is studied. To reflect the microstructures of a composite, a representative volume element (REV) is first selected. A strategy for the direct computation of the limit load of a REV is then proposed with the concept of macroscopic strength domain. By means of static limit approach and finite element method, the numerical modeling of the plastic limit analysis of a composite is formulated as a nonlinear mathematical programming with constraint conditions, which can be solved by the sequential quadratic programming (SQP) method. Numerical results show that this method presents an effective tool for the strength analysis of ductile composites.
  • Related Articles

    [1]JIANG Yu-hong, YANG Na. A PREDICTION MODEL OF THE COMPRESSIVE STRENGTH OF THREE-LEAF WALLS BASED ON LIMIT ANALYSIS[J]. Engineering Mechanics, 2022, 39(2): 168-177, 188. DOI: 10.6052/j.issn.1000-4750.2020.12.0941
    [2]WANG Huai-liang. STRENGTH AND DEFORMATION PROPERTIES OF HIGH PERFORMANCE STEEL FIBER REINFORCED LIGHTWEIGHT CONCRETE UNDER MULTIAXIAL COMPRESSION[J]. Engineering Mechanics, 2019, 36(8): 122-132. DOI: 10.6052/j.issn.1000-4750.2018.07.0401
    [3]WANG Ren-hua, ZHAO Sha-sha. ULTIMATE STRENGTH PREDICTION OF STEEL PLATE WITH RANDOM PITTING CORROSION DAMAGE[J]. Engineering Mechanics, 2018, 35(12): 248-256. DOI: 10.6052/j.issn.1000-4750.2017.11.0796
    [4]PEI Zhi-yong, ZHANG Shui-lin, YAO Tetsuya. RESEARCH ON PROGRESSIVE COLLAPSE BEHAVIOUR OF SHIP STRUCTURES IN EXTREME SEAS[J]. Engineering Mechanics, 2015, 32(3): 225-232. DOI: 10.6052/j.issn.1000-4750.2013.09.0879
    [5]SHI Xing-hua, HANG Cen, JI Chun-yan, SHI Xiao-yan. UNCERTAINTY IN ANALYZING ULTIMATE STRENGTH OF SHIP STIFFENING PLATES WITH INITIAL INPERFECTIONS USING NONLINEAR FINITE ELEMENT METHODS[J]. Engineering Mechanics, 2015, 32(2): 221-226. DOI: 10.6052/j.issn.1000-4750.2013.08.0747
    [6]XIONG Zhi-xin. SIMPLIFIED METHOD FOR ULTIMATE STRENGTH ANALYSIS OF PRESSURE HULL OF MANNED DEEP-OCEAN SUBMERSIBLE[J]. Engineering Mechanics, 2014, 31(5): 233-237. DOI: 10.6052/j.issn.1000-4750.2012.11.0891
    [7]TANG Wen-yong, CHEN Nian-zhong, ZHANG Sheng-kun. ULTIMATE STRENGTH ANALYSIS OF STIFFENED LAMINATED PLATES[J]. Engineering Mechanics, 2007, 24(8): 43-048.
    [8]YAN Dong-ming, LIN Gao. DYNAMIC STRENGTH AND DEFORMATION OF CONCRETE IN TRIAXIAL STRESS STATES[J]. Engineering Mechanics, 2007, 24(3): 58-064.
    [9]LIU Jian-hua, WANG Zi-li, ZHANG Jia-xin. AN IDEALIZED STRUCTURAL UNIT METHOD FOR ANALYSIS OF ULTIMATE STRENGTH OF SHIP HULLS[J]. Engineering Mechanics, 2005, 22(2): 232-235,.
    [10]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.
  • Cited by

    Periodical cited type(6)

    1. 蔡正,潘文,周强,Ghafar Wahab Abdul,杨静. 基于混合消能减震技术非对称双塔连体结构抗震性能研究. 振动与冲击. 2024(06): 288-300 .
    2. 冼志彬,谭平,郑文智,陈华霆,刘彦辉,杨奎. 形状记忆合金摩擦摆层间隔震结构抗震性能研究. 建筑结构学报. 2024(09): 141-153 .
    3. 刘良坤,潘兆东,谭平,张尚荣. 消能伸臂体系的振动功率流. 土木工程与管理学报. 2023(01): 20-26 .
    4. 刘良坤,潘兆东,谭平,张尚荣. 旋转惯容阻尼伸臂控制体系减震性能研究. 建筑结构学报. 2021(02): 37-45 .
    5. 屈俊童,卢飞,吴洋洋,刘超. 新型筒式自复位SMA-摩擦阻尼器的减震性能分析. 噪声与振动控制. 2020(03): 213-218+269 .
    6. 刘明明,李宏男,付兴. 一种新型自复位SMA-剪切型铅阻尼器的试验及其数值分析. 工程力学. 2018(06): 52-57+67 . 本站查看

    Other cited types(8)

Catalog

    Article Metrics

    Article views (951) PDF downloads (280) Cited by(14)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return