Boundary element method for the strain-softening response of quasi-brittle materials in compression

被引:23
|
作者
Carpinteri, A [1 ]
Ciola, F [1 ]
Pugno, N [1 ]
机构
[1] Politecn Torino, Dept Struct Engn, I-10129 Turin, Italy
关键词
quasi-brittle; compression; strain-softening; boundary element; pseudo-traction; multi-cracked finite plate; experimental analysis; numerical analysis;
D O I
10.1016/S0045-7949(00)00149-8
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In the present paper, the mechanical compressive behavior of quasi-brittle materials is analyzed by means of an ad hoc boundary element algorithm. The analysis is carried out by taking into account the initial crack distribution, which cannot be neglected if the experimental reality (developing over three scales of observation, micro-, meso- and macroscale) is to be modeled. The algorithm permits us to follow the evolution of the crack geometry during the loading process, which is characterized, at each step, by the propagation of the most critical meso- or macro-crack. Moreover. in order to take into account the micro-crack effect causing the progressive decay of the material, a decreasing variation of the elastic modulus is assumed, depending on the strain energy density absorbed during the loading process. Different geometries, with different slenderness and size scale, are analyzed by the proposed model, with and without friction between specimen and loading platens. The numerical simulations represent the experimental results consistently. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:389 / 401
页数:13
相关论文
共 50 条
  • [31] Nonlocal and Gradient Fracture Criteria for Quasi-Brittle Materials under Compression
    Suknev, S. V.
    PHYSICAL MESOMECHANICS, 2019, 22 (06) : 504 - 513
  • [32] Nonlocal and Gradient Fracture Criteria for Quasi-Brittle Materials under Compression
    S. V. Suknev
    Physical Mesomechanics, 2019, 22 : 504 - 513
  • [33] Fractal fragmentation theory for shape effects of quasi-brittle materials in compression
    Carpinteri, A
    Pugno, N
    MAGAZINE OF CONCRETE RESEARCH, 2002, 54 (06) : 473 - 480
  • [34] INTERNAL CRACKING AND STRAIN-SOFTENING RESPONSE OF CONCRETE UNDER UNIAXIAL COMPRESSION
    SHAH, SP
    SANKAR, R
    ACI MATERIALS JOURNAL, 1987, 84 (03) : 200 - 212
  • [35] Response of quasi-brittle materials reinforced by short, aligned fibers
    Ouyang, C
    Shah, SP
    Mura, T
    Cheng, CJ
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1999, 125 (11): : 1268 - 1275
  • [36] Boundary element simulation of size effect for quasi-brittle materials by using one-size specimen
    Meng, QY
    Zhang, T
    Du, SY
    JOURNAL OF ENGINEERING MECHANICS, 2001, 127 (04) : 387 - 390
  • [37] Virtual joint element for simulating failure process of quasi-brittle materials
    Xu, Chunhui
    Yuan, Li
    Li, Mingrui
    Guti Lixue Xuebao/Acta Mechanica Solida Sinica, 2011, 32 (05): : 513 - 519
  • [38] Finite elements with embedded interphases for strain localization in quasi-brittle materials
    Puccia, Marianna
    Spada, Antonino
    Giambanco, Giuseppe
    ENGINEERING FRACTURE MECHANICS, 2023, 277
  • [39] Modeling the hygro-mechanical response of quasi-brittle materials
    Moonen, P.
    Sluys, L. J.
    Carmeliet, J.
    FRACTURE MECHANICS OF CONCRETE AND CONCRETE STRUCTURES, VOLS 1-3: VOL 1: NEW TRENDS IN FRACTURE MECHANICS OF CONCRETE; VOL 2: DESIGN, ASSESSMENT AND RETROFITTING OF RC STRUCTURES; VOL 3: HIGH-PERFORMANCE CONCRETE, BRICK-MASONRY AND ENVIRONMENTAL ASPECTS, 2007, 1-3 : 525 - 531
  • [40] Compressive behavior of a lattice discrete element model for quasi-brittle materials
    Vassaux, M.
    Ragueneau, F.
    Richard, B.
    Millard, A.
    COMPUTATIONAL MODELLING OF CONCRETE STRUCTURES, VOL 1, 2014, : 335 - 344