Unreinforced Masonry Walls: Nonlinear Finite Element Analysis with a Unified Constitutive Model

被引：0
|
作者：
A. H. Akhaveissy
C. S. Desai
机构：
[1] Razi University,Department of Civil Engineering, Faculty Engineering
[2] University of Arizona,Department of Civil Engineering and Engineering Mechanics
来源：
Archives of Computational Methods in Engineering | 2011年 / 18卷
关键词：
Pier; Yield Surface; Masonry Wall; Masonry Structure; Stone Masonry;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
This paper presents a unified model for characterizing the behavior of masonry structures. The model is based on the Disturbed State Concept (DSC) with modified hierarchical single yield surface (HISS) plasticity, which is called DSC/HISS-CT and which is used to simulate the behavior of masonry structures. The model uses two HISS yield surfaces for compressive and tensile behavior. The proposed constitutive model is verified by comparing numerical predictions with results available from test data; the comparisons are found to be highly satisfactory. A new explicit formula is also presented to estimate the strength of unreinforced masonry structures.
引用
收藏
页码：485 / 502
页数：17
相关论文
共 50 条
  • [31] Finite Element Detailed Micromodeling of Unreinforced Earth Block Masonry
    Kumar, Nitin
    Barbato, Michele
    Rengifo-Lopez, Erika L.
    Matta, Fabio
    JOURNAL OF STRUCTURAL ENGINEERING, 2023, 149 (07)
  • [32] Nonlinear finite and discrete element simulations of multi-storey masonry walls
    Occhipinti, Giuseppe
    Calio, Ivo
    D'Altri, Antonio Maria
    Grillanda, Nicola
    de Miranda, Stefano
    Milani, Gabriele
    Spacone, Enrico
    BULLETIN OF EARTHQUAKE ENGINEERING, 2022, 20 (04) : 2219 - 2244
  • [33] Nonlinear finite and discrete element simulations of multi-storey masonry walls
    Giuseppe Occhipinti
    Ivo Caliò
    Antonio Maria D’Altri
    Nicola Grillanda
    Stefano de Miranda
    Gabriele Milani
    Enrico Spacone
    Bulletin of Earthquake Engineering, 2022, 20 : 2219 - 2244
  • [34] Nonlinear Analysis of Unreinforced Masonry Walls under Blast Loading Using Mesoscale Partitioned Modeling
    Macorini, L.
    Izzuddin, B. A.
    JOURNAL OF STRUCTURAL ENGINEERING, 2014, 140 (08)
  • [35] Discrete Finite Element Method Application for Analysis of Unreinforced-Masonry Underground Structures
    Mamaghani, Iraj H. P.
    TRANSPORTATION RESEARCH RECORD, 2015, (2522) : 131 - 136
  • [36] Investigation of the Failure Response of Masonry Walls Subjected to Blast Loading Using Nonlinear Finite Element Analysis
    Thango, Sipho G.
    Stavroulakis, Georgios E.
    Drosopoulos, Georgios A.
    COMPUTATION, 2023, 11 (08)
  • [37] Numerical Simulation of In-Plane Loaded Unreinforced Masonry Walls Based on Homogenized Discrete Element Model
    Zhang, Hong
    Gu, Xianglin
    Li, Xiang
    Chen, Gonglian
    PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON DISCRETE ELEMENT METHODS, 2017, 188 : 329 - 342
  • [38] Investigation on unified model of constitutive relations for masonry
    Huang, Zhong
    Liao, Tianquan
    Huang, Bingzhang
    Huang, Bangbiao
    Li, Zhi
    Zhang, Bei
    Pan, Jiayu
    Qi, Weiwei
    Li, Xiao
    Wang, Junyun
    3RD INTERNATIONAL CONFERENCE ON ENERGY MATERIALS AND ENVIRONMENT ENGINEERING, 2017, 61
  • [39] A finite element model for hygro-thermo-mechanical analysis of masonry walls with FRP reinforcement
    Khoshbakht, Mehran
    Lin, Mark W.
    FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2010, 46 (10) : 783 - 791
  • [40] Computational mechanics - Limit analysis of unreinforced masonry shear walls
    Sutcliffe, DJ
    Yu, HS
    Page, AW
    MECHANICS OF STRUCTURES AND MATERIALS, 1999, : 23 - 28
12345