CALEB: A computer program for geometric and material nonlinear analysis of offshore platforms and general framed structures

被引：0
|
作者：
Benjamin, AC [1 ]
Jacob, BP [1 ]
Ebecken, NFF [1 ]
机构：
[1] PETROBRAS, CENPES, DIPREX, Rio De Janeiro, Brazil
来源：
OFFSHORE ENGINEERING | 1997年
关键词：
D O I：
暂无
中图分类号：
U6 [水路运输]; P75 [海洋工程];
学科分类号：
0814 ; 081505 ; 0824 ; 082401 ;
摘要：
CALEB is a nonlinear finite element program for geometric and material nonlinear analysis of offshore platforms and general framed structures. The finite element formulations implemented in CALEB assumes large displacements and small strain. Geometric nonlinearity is taken into account by means of an updated Lagrangian formulation. Material nonlinearity is taken into account by means of an elastic perfectly plastic model derived from plastic hinge theory. Capabilities of CALEB version 1.4, the current release of CALEB, include: pre-processor for mesh refinement, problem-oriented language input, distributed member loads, automatic generation of environmental loads, joint failure check, save/restart procedure, eigenvalue buckling analysis, nonlinear stress analysis, and graphical postprocessing. In this paper a brief description of CALEB version 1.4 and of its main features is presented.
引用
收藏
页码：303 / 313
页数：11
相关论文
共 50 条
  • [21] GEOMETRIC AND MATERIAL NONLINEAR-ANALYSIS OF STRUCTURES COMPRISING RECTANGULAR HOLLOW SECTIONS
    KITIPORNCHAI, S
    ALBERMANI, FGA
    CHAN, SL
    ENGINEERING STRUCTURES, 1988, 10 (01) : 13 - 23
  • [22] GEOMETRICALLY NONLINEAR-ANALYSIS OF ELASTIC FRAMED STRUCTURES
    WONG, MB
    TINLOI, F
    COMPUTERS & STRUCTURES, 1990, 34 (04) : 633 - 640
  • [23] Geometric and Material Nonlinear Analysis of Square-Based Tensegrity Ring Structures
    Khellaf, N.
    Kebiche, K.
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2014, 39 (08) : 5979 - 5989
  • [24] Geometric and Material Nonlinear Analysis of Square-Based Tensegrity Ring Structures
    N. Khellaf
    K. Kebiche
    Arabian Journal for Science and Engineering, 2014, 39 : 5979 - 5989
  • [25] GEOMETRIC AND MATERIAL NONLINEAR ANALYSIS OF STRUCTURES COMPRISING RECTANGULAR HOLLOW SECTIONS.
    Kitipornchai, S.
    Al-Bermani, F.G.A.
    Chan, S.L.
    Research Report Series - University of Queensland, Department of Civil Engineering, 1987, (CE79):
  • [26] NONLINEAR-ANALYSIS OF TUBULAR STEEL FRAMED STRUCTURES
    KAM, TY
    COMPUTERS & STRUCTURES, 1989, 31 (03) : 445 - 452
  • [27] NONLINEAR-ANALYSIS OF FRAMED STRUCTURES WITH AXIAL CONSTRAINTS
    GRAFF, E
    EISENBERGER, M
    COMPUTERS & STRUCTURES, 1991, 38 (03) : 345 - 351
  • [28] Nonlinear Analysis and Design of Wall-framed Structures
    Liu, Y. P.
    Chan, S. L.
    STEEL CONCRETE COMPOSITE AND HYBRID STRUCTURES, 2009, : 675 - 681
  • [29] Nonlinear dynamic analysis of framed structures by modal superposition
    Valipour, H. R.
    PROCEEDINGS OF THE 8TH INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, EURODYN 2011, 2011, : 3601 - 3606
  • [30] Validation of an efficient computer model for spectral analysis of offshore platforms
    Hartnett, M
    Mitchell, P
    ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING COMPUTING FOR PRACTICE, 1998, : 359 - 368
12345