Numerical modelling of pressure solution deformation at axisymmetric asperities under normal load

被引:13
|
作者
Bernabe, Y. [1 ]
Evans, B. [1 ]
机构
[1] Univ Strasbourg, CNRS, Ecole & Observ Sci Terre Strasbourg, F-67084 Strasbourg, France
关键词
D O I
10.1144/SP284.13
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
We developed a numerical model of compression of asperities by pressure solution (PS). The dissolution rate along the contact was determined by (1) computing the normal stress distribution from the present shape of the asperities, and (2) solving the diffusion equation inside the fluid-saturated solid-solid interface, including local dissolution source terms corresponding to the stress field previously determined. The change in shape of the asperities during an infinitesimal time interval can then be calculated and the entire procedure repeated as many times as desired. We simulated PS compaction of axisymmetric asperities with different sizes and shapes under various temperatures and loads, and using different values of the interface diffusion coefficient. Our results show that as the contact flattens and grows during PS, the initial elastic deformation is partially relaxed and the stress transferred from the contact centre to the edge. Transient stress release remains significant during an extended period and could strongly influence the interpretation of laboratory experiments. In our model, dissolution and interface diffusion are not sequentially combined as is usually assumed, making it impossible to identify a single rate-limiting process. The convergence rate of the asperities was approximately proportional to the mean effective stress at the contact, and depended in a complex way on the contact radius, but was not sensitive to the asperity size. We also estimated the conditions under which undercutting at the contact edge is triggered.
引用
收藏
页码:185 / 205
页数:21
相关论文
共 50 条
  • [11] NUMERICAL-SOLUTION OF PROBLEMS INVOLVING LARGE DEFORMATIONS - CASE OF AXISYMMETRIC COVERINGS UNDER INTERNAL-PRESSURE
    BOISSERIE, JM
    GUELIN, P
    LEROY, P
    PIERRARD, JM
    COMPTES RENDUS HEBDOMADAIRES DES SEANCES DE L ACADEMIE DES SCIENCES SERIE B, 1974, 278 (09): : 307 - 310
  • [12] PROPERTIES OF NUMERICAL SOLUTION OF THE DEFORMATION AND STABILITY PROBLEM IN SHALLOW CONICAL SHELLS UNDER EXTERNAL PRESSURE
    Krasovsky, Vasily
    Karasev, Alexey
    ROADS AND BRIDGES-DROGI I MOSTY, 2016, 15 (02): : 117 - 135
  • [13] Numerical study of the axisymmetric deformation of composite shells of revolution under shock loads
    Abrosimov, N.A.
    Mechanics of Composite Materials, 1988, 23 (04) : 447 - 453
  • [15] Axisymmetric Deformations of a Transverse Isotropic Cylindrical Layer under Normal Pressure
    Bauer, S. M.
    Smirnov, A. L.
    VESTNIK ST PETERSBURG UNIVERSITY-MATHEMATICS, 2015, 48 (03) : 181 - 184
  • [16] On Numerical Modeling of Fiber Deformation and Destruction under Impact Load
    I. B. Petrov
    A. V. Vasyukov
    K. A. Beklemysheva
    E. S. Onuchin
    N. A. Tovarnova
    Doklady Mathematics, 2022, 105 : 207 - 211
  • [17] On Numerical Modeling of Fiber Deformation and Destruction under Impact Load
    Petrov, I. B.
    Vasyukov, A. V.
    Beklemysheva, K. A.
    Onuchin, E. S.
    Tovarnova, N. A.
    DOKLADY MATHEMATICS, 2022, 105 (03) : 207 - 211
  • [18] Numerical Simulation of Rock Bolt Deformation under Dynamic Load
    Li, Zhongwei
    MACHINERY ELECTRONICS AND CONTROL ENGINEERING III, 2014, 441 : 443 - 447
  • [19] Seepage consolidation under elastic body's deformation under normal load
    Kadyrov, F. M.
    Kosterin, A. V.
    Skvortsov, E. V.
    12TH INTERNATIONAL CONFERENCE - MESH METHODS FOR BOUNDARY: VALUE PROBLEMS AND APPLICATIONS, 2019, 1158
  • [20] Numerical Investigation of Pipe Deformation Under Pressure With Branch
    Rukavishnikov, Viktor A. A.
    Ryabokon, Anna S. S.
    Tkachenko, Oleg P. P.
    INTERNATIONAL JOURNAL OF APPLIED MECHANICS, 2023, 15 (07)