3-DIMENSIONAL NON-LINEAR ANALYSIS OF CONCRETE STRUCTURES

被引：51
作者：
BATHE, KJ
RAMASWAMY, S
机构：
[1] Massachusetts Institute of Technology, Cambridge
来源：
NUCLEAR ENGINEERING AND DESIGN | 1979年 / 52卷 / 03期
关键词：
D O I：
10.1016/0029-5493(79)90029-3
中图分类号：
TL [原子能技术]; O571 [原子核物理学];
学科分类号：
0827 ; 082701 ;
摘要：
Solution capabilities for three-dimensional geometric and material nonlinear finite element analysis of concrete structures are presented. The concrete material is modeled including triaxial nonlinear stress-strain behavior, tensile cracking, compression crushing and strain-softening. The objective in this work was the development of a practical nonlinear concrete analysis capability. The material model can also be employed to represent some rock materials. The results of various sample analyses are given, in which the stability and accuracy of the finite element representations have been studied. © 1979.
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页码：385 / 409
页数：25
相关论文
共 27 条
  • [1] [Anonymous], J STRUCTURAL DIVISIO
  • [2] [Anonymous], 1973, J STRUCTURAL DIVISIO
  • [3] RECENT DEVELOPMENTS IN FINITE-ELEMENT ANALYSIS OF PRESTRESSED CONCRETE REACTOR VESSELS
    ARGYRIS, JH
    FAUST, G
    SZIMMAT, J
    WARNKE, EP
    WILLAM, KJ
    [J]. NUCLEAR ENGINEERING AND DESIGN, 1974, 28 (01) : 42 - 75
  • [4] Bathe K.-J., 1975, International Journal for Numerical Methods in Engineering, V9, P353, DOI 10.1002/nme.1620090207
  • [5] Bathe K. J., 1976, NUMERICAL METHODS FI
  • [6] SOME COMPUTATIONAL CAPABILITIES FOR NONLINEAR FINITE-ELEMENT ANALYSIS
    BATHE, KJ
    BOLOURCHI, S
    RAMASWAMY, S
    SNYDER, MD
    [J]. NUCLEAR ENGINEERING AND DESIGN, 1978, 46 (02) : 429 - 455
  • [7] BATHE KJ, 1977, 824481 MASS I TECHN
  • [8] BATHE KJ, 1977, 824482 MASS I TECHN
  • [9] BAZANT ZP, 1976, 12259 NW U STRUCT EN
  • [10] FRACTURE DISCONTINUITIES AND STRUCTURAL-ANALYSIS IN RESOURCE RECOVERY ENDEAVORS
    CLEARY, MP
    [J]. JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 1978, 100 (01): : 2 - 12
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