Mechanics of Solids (about journal) Mechanics of Solids
A Journal of Russian Academy of Sciences
 Founded
in January 1966
Issued 6 times a year
Print ISSN 0025-6544
Online ISSN 1934-7936

Russian Russian English English About Journal | Issues | Guidelines | Editorial Board | Contact Us
 


IssuesArchive of Issues2013-4pp.397-404

Archive of Issues

Total articles in the database: 12854
In Russian (Èçâ. ÐÀÍ. ÌÒÒ): 8044
In English (Mech. Solids): 4810

<< Previous article | Volume 48, Issue 4 / 2013 | Next article >>
V.V. Korepanov, V.P. Matveenko, A.Yu. Fedorov, and I.N. Shardakov, "Numerical Analysis of Singular Solutions of Two-Dimensional Problems of Asymmetric Elasticity," Mech. Solids. 48 (4), 397-404 (2013)
Year 2013 Volume 48 Number 4 Pages 397-404
DOI 10.3103/S0025654413040067
Title Numerical Analysis of Singular Solutions of Two-Dimensional Problems of Asymmetric Elasticity
Author(s) V.V. Korepanov (Institute of Continuous Media Mechanics, Ural Branch of Russian Academy of Sciences, Akad. Koroleva 1, Perm, 614013 Russia, kvv@icmm.ru)
V.P. Matveenko (Institute of Continuous Media Mechanics, Ural Branch of Russian Academy of Sciences, Akad. Koroleva 1, Perm, 614013 Russia, mvp@icmm.ru)
A.Yu. Fedorov (Institute of Continuous Media Mechanics, Ural Branch of Russian Academy of Sciences, Akad. Koroleva 1, Perm, 614013 Russia)
I.N. Shardakov (Institute of Continuous Media Mechanics, Ural Branch of Russian Academy of Sciences, Akad. Koroleva 1, Perm, 614013 Russia, shardakov@icmm.ru)
Abstract An algorithm for the numerical analysis of singular solutions of two-dimensional problems of asymmetric elasticity is considered. The algorithm is based on separation of a power-law dependence from the finite-element solution in a neighborhood of singular points in the domain under study, where singular solutions are possible. The obtained power-law dependencies allow one to conclude whether the stresses have singularities and what the character of these singularities is. The algorithm was tested for problems of classical elasticity by comparing the stress singularity exponents obtained by the proposed method and from known analytic solutions.

Problems with various cases of singular points, namely, body surface points at which either the smoothness of the surface is violated, or the type of boundary conditions is changed, or distinct materials are in contact, are considered as applications. The stress singularity exponents obtained by using the models of classical and asymmetric elasticity are compared. It is shown that, in the case of cracks, the stress singularity exponents are the same for the elasticity models under study, but for other cases of singular points, the stress singularity exponents obtained on the basis of asymmetric elasticity have insignificant quantitative distinctions from the solutions of the classical elasticity.
Keywords Cosserat theory of elasticity, stress singularity, finite element method
References
1.  V. A. Kondrat'ev, "Boundary Value Problems for Elliptic Equations in Domains with Conical or Angular Points," Trudy Moskov. Mat. Obshch. 16, 209-292 (1967) [Trans. Moscow Math. Soc. (Engl. Transl.) 16, 227-313 (1967)].
2.  G. B. Sinclair, "Stress Singularities in Classical Elasticity - I: Removal, Interpretation, and Analysis," Appl. Mech. Rev. 57 (4), 251-297 (2004).
3.  G. B. Sinclair, "Stress Singularities in Classical Elasticity - II: Asymptotic Identification," Appl. Mech. Rev. 57 (4), 385-439 (2004).
4.  R. Muki and E. Sternberg, "The Influence of Couple-Stresses on Singular Stress Concentration in Elastic Solids," ZAMP 16, 611-648 (1965).
5.  S. C. Cowin, "Singular Stress Concentration in Plane Cosserat Elasticity," ZAMP 20 (6), 979-982 (1969).
6.  N. J. Pagano and G. C. Sih, "Load-Induced Stress Singularities in the Bending of Cosserat Plates," Meccanica 3 (1), 34-42 (1968).
7.  A. Yavari, S. Sarkani, and E. T. Moyer, "On Fractal Cracks in Micropolar Elastic Solids," Trans. ASME. Ser. E. J. Appl. Mech. 69 (1), 45-54 (2002).
8.  K. L. Pan and N. Takeda, "Nonlocal Stress Field of Interface Dislocations," Arch. Appl. Mech. 68 (3-4), 179-184 (1998).
9.  V. A. Lubarda, "The Effects of Couple Stresses on Dislocation Strain Energy," Int. J. Solids Struct. 40, 3807-3826 (2003).
10.  S. P. Timoshenko and J. N. Goodyear, Theory of Elasticity (McGraw-Hill, New York, 1951; Nauka, Moscow, 1975).
11.  V. Z. Parton and P. I. Perlin, Methods of Mathematical Theory of Elasticity (Nauka, Moscow, 1981) [in Russian].
12.  J. P. Dempsey and G. B. Sinclair, "On the Singular Behavior at the Vertex of a Bi-Material Wedge," J. Elasticity 11 (3), 317-327 (1981).
13.  J. Dundurs, "Edge-Bonded Dissimilar Orthogonal Elastic Wedges Under Normal and Shear Loading," "Action of Tangential and Normal Stresses on Rectangular Elastic Wedges Made of Different Materials and Connected by Edges," Prikl. Mekh. Trudy Amer. Obshch. Inzh. Mekh., No. 3, 283-285 (1969).
14.  W. Nowacki, Theory of Elasticity (PWN, Warsaw, 1970; Mir, Moscow, 1975).
15.  V. V. Korepanov, V. P. Matveenko, and I. N. Shardakov, "Numerical Study of Two-Dimensional Problems of Nonsymmetric Elasticity," Izv. Akad. Nauk. Mekh. Tverd. Tela, No. 2, 63-70 (2008) [Mech. Solids (Engl. Transl.) 43 (2), 218-224 (2008)].
16.  V. V. Korepanov, V. P. Matveenko, and I. N. Shardakov, "Finite Element Analysis of Two- and Three-Dimensional Static Problems in the Asymmetric Theory of Elasticity as a Basis for the Design of Experiments," Acta Mech. 223 (8), 1739-1750 (2012).
17.  R. S. Lakes, "Experimental Methods for Study of Cosserat Elastic Solids and Other Generalized Elastic Continua," in Continuum Models for Materials with Micro-Structure, Ed. by H. Mühlhaus (Wiley, New York, 1995), pp. 1-22.
Received 08 October 2012
Link to Fulltext
<< Previous article | Volume 48, Issue 4 / 2013 | Next article >>
Orphus SystemIf you find a misprint on a webpage, please help us correct it promptly - just highlight and press Ctrl+Enter

101 Vernadsky Avenue, Bldg 1, Room 246, 119526 Moscow, Russia (+7 495) 434-3538 mechsol@ipmnet.ru https://mtt.ipmnet.ru
Founders: Russian Academy of Sciences, Ishlinsky Institute for Problems in Mechanics RAS
© Mechanics of Solids
webmaster
Rambler's Top100