A BEM-FEM convolutional approach to the unilateral contact problem of seismic soil-pipeline interaction

被引：0
|
作者：
Liolios, A [1 ]
Pitilakis, K
Yeroyianni, M
机构：
[1] Democritus Univ Thrace, Dept Civil Engn, GR-67100 Xanthi, Greece
[2] Aristotelian Univ Salonika, Dept Civil Engn, GR-54006 Salonika, Greece
[3] Commiss European Communities, B-1049 Brussels, Belgium
来源：
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS | 1998年 / 22卷 / 01期
关键词：
coupling FEM and BEM; unilateral contact problems;
D O I：
10.1016/S0955-7997(98)00016-2
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
A numerical approach is presented for seismic soil-pipeline interaction considered as an inequality problem of structural engineering. Thus the unilateral contact conditions due to tensionless and elastoplastic softening-fracturing behaviour of the soil as well as gapping are taken into account. The numerical approach is based on a double discretization, on a Laplace transformation of the equality problem conditions to convolutional ones and on mathematical programming. The number of problem unknowns is therefore significantly reduced and a non-convex linear complementarity problem is solved in each time step. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：77 / 81
页数：5
相关论文
共 24 条
  • [1] Efficient Approach to Simulate Soil-Pipeline Interaction
    Robert, D. J.
    Britto, A.
    Setunge, S.
    [J]. JOURNAL OF PIPELINE SYSTEMS ENGINEERING AND PRACTICE, 2020, 11 (01)
  • [2] A mixed BEM-FEM formulation for layered soil-superstructure interaction
    Almeida, VS
    de Paiva, JB
    [J]. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2004, 28 (09) : 1111 - 1121
  • [3] Seismic analysis of lock-soil-fluid systems by hybrid BEM-FEM
    Xu, CJ
    Spyrakos, CC
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2001, 21 (03) : 259 - 271
  • [4] A convolutional approach to the unilateral contact problem of seismic interaction between adjacent buildings with infill walls
    Liolios, AA
    Logothetidis, SG
    Dimitriadis, DS
    [J]. STRUCTURAL DYNAMICS, VOLS. 1 & 2, 1996, : 77 - 82
  • [5] DYNAMIC 3-D SOIL RAILWAY TRACK INTERACTION BY BEM-FEM
    MOHAMMADI, M
    KARABALIS, DL
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1995, 24 (09): : 1177 - 1193
  • [6] Iterative coupling in fluid-structure interaction: a BEM-FEM based approach
    Soares, D., Jr.
    Mansur, W. J.
    von Estorff, O.
    [J]. BOUNDARY ELEMENTS AND OTHER MESH REDUCTION METHODS XXVIII, 2006, 42 : 205 - +
  • [7] A direct time domain BEM-FEM scheme for soil-structure interaction problems
    Rizos, DC
    Wang, J
    Karabalis, DL
    [J]. BOUNDARY ELEMENTS XXIII, 2001, 10 : 103 - 115
  • [8] NONLINEAR TRANSIENT DYNAMIC ANALYSIS OF SOIL PAVEMENT INTERACTION UNDER MOVING LOAD - A COUPLED BEM-FEM APPROACH
    PAN, G
    OKADA, H
    ATLURI, SN
    [J]. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 1994, 14 (01) : 99 - 112
  • [9] Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model
    Padron, L. A.
    Aznarez, J. J.
    Maeso, O.
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2009, 29 (06) : 1084 - 1096
  • [10] Seismic soil-structure interaction of massive flexible strip-foundations embedded in layered soils by hybrid BEM-FEM
    Spyrakos, CC
    Xu, CJ
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2003, 23 (05) : 383 - 389
123