Model of the hardening of a continuum element under axial load

被引:0
|
作者
Maslov, V.M.
机构
关键词
7;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:1127 / 1131
相关论文
共 50 条
  • [1] BENDING OF WORK-HARDENING METALS UNDER THE INFLUENCE OF AXIAL LOAD
    ELDOMIATY, A
    SHABAIK, AH
    JOURNAL OF MECHANICAL WORKING TECHNOLOGY, 1984, 10 (01): : 57 - 66
  • [2] CRACK-PROPAGATION DURING MECHANICAL BOUNDARY-LAYER HARDENING UNDER AN AXIAL LOAD
    KLOOS, KH
    KAISER, B
    ADELMANN, J
    MATERIALWISSENSCHAFT UND WERKSTOFFTECHNIK, 1992, 23 (12) : 423 - 431
  • [3] Elastic Continuum Solution of Stacked Pile Model for Axial Load-Displacement Analysis
    Niazi, Fawad S.
    Mayne, Paul W.
    GEOTECHNICAL ENGINEERING, 2015, 46 (02): : 20 - 28
  • [4] FINITE ELEMENT ANALYSIS OF JACKETED SQUARE CROSS SECTIONAL COLUMN UNDER AXIAL LOAD
    Buyukkaragoz, Alper
    Kopraman, Yagmur
    JOURNAL OF THE FACULTY OF ENGINEERING AND ARCHITECTURE OF GAZI UNIVERSITY, 2008, 23 (02): : 309 - 315
  • [5] Confined concrete model for columns under combined axial load and bending
    Park, Jong Yil
    Lee, Young Hak
    Scanlon, Andrew
    MAGAZINE OF CONCRETE RESEARCH, 2012, 64 (09) : 827 - 836
  • [6] Study on Mechanical Model of Pile Under the Horizontal Axial Load Effect
    Yang, Hongxia
    ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 213 - 216
  • [7] THE ANNULAR MEMBRANE UNDER AXIAL LOAD
    ALLMAN, DJ
    MANSFIELD, EH
    JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1981, 48 (04): : 975 - 976
  • [8] Displacement of a pile under axial load
    Richwien, W
    Wang, Z
    GEOTECHNIQUE, 1999, 49 (04): : 537 - 541
  • [9] Finite Element Modelling of Built-Up CFS Channel Columns Under Axial Load
    Roy, Krishanu
    Ting, Tina Chui Huon
    Lau, Hieng Ho
    Lim, James B. P.
    ADVANCES IN TRANSPORTATION ENGINEERING, 2019, 34 : 65 - 87
  • [10] Nonlinear Finite Element Analysis of the Bearing Capacity of a New Type of Column under Axial Load
    Xu Yafeng
    Zhao Xin
    Fu Yi
    ADVANCES IN CIVIL ENGINEERING, PTS 1-6, 2011, 255-260 : 45 - 48