Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The most important effects related to monotonic and cyclic response of contact interfaces of brittle materials are analyzed in the paper. Next, the available constitutive models are reviewed with respect to their ability to describe these effects. Several micro-mechanical mechanisms are analyzed including decohesion, interaction of primary and secondary asperites, asperity wear and damage and formation of a third body granular layer. Finally, we propose new formulations of constitutive models for cyclic interface response.
Modelowanie tarcia i dylatacji w kruchych warstwach kontaktowych przy obciążeniach monotonicznych i cyklicznych. Praca zawiera analizę najważniejszych efektów powstających w procesach deformacji kruchych warstw kontaktowych przy obciążeniach monotonicznych i cyklicznych. Dostępne modele konstytutywne poddano krytycznej analizie pod kątem możliwości opisania tych efektów. Rozważono liczne mechanizmy mikromechaniczne, takie jak dekohezja, oddziaływanie pierwotnych i wtórnych nierówności, zużycie i uszkodzenie nierówności oraz powstawanie warstwy trzeciego ciała. Zaproponowano również nowe sformułowanie modeli konstytutywnych dla stanów cyklicznych.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
707--739
Opis fizyczny
Bibliogr. 33 poz., rys., tab.
Twórcy
autor
- Institute of Fundamental Technological Research, Polish Academy of Sciences
autor
- Institute of Fundamental Technological Research, Polish Academy of Sciences
Bibliografia
- 1. ANTHOINE A., MAGENES G., MAGONETTE G., 1995, Shear-Compression Testing and Analysis of Brick Masonry Walls, In G. Duma, editor, Proc. 10th European Conference on Earthquake Engineering, 3, 1657-1662, Balkema, Rotterdam.
- 2. ATKINSON R.H., AMADEI B.P., SAEB S., STURE S., 1989, Response of Masonry Bed Joints in Direct Shear, J. Struc. Eng., ASCE, 115, 9, 2276-2296.
- 3. BANDIS S., LUMSDEN A.C., BARTON N.R., 1981, Experimental Studies of Scale Effect on the Shear Behaviour of Rock Joints, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 18, 1-21.
- 4. BANDIS S.C., LUMSDEN A.C., BARTON N.R., 1983, Fundamentals of Rock Joint Deformation, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 20, 249-268.
- 5. BINDA L., MIRABELLA G., TIRABOSCHI C., ABBANEO S., 1994, Measuring Masonry Material Properties, In: Proc. U.S.-Italy Workshop on Guidelines for Seismic Evaluation and Rehabilitation of Unreinforced Masonry Buildings, pp. 6-3/24, State Univ. of New York at Buffalo, NCEER-94-0021.
- 6. CARTER W.C., BUTLER E.P., FULLER E.R., JR., 1991, Micro-Mechanical Aspects of Asperity-Controlled Friction in Fiber Toughened Ceramic Composites, Scripta Metall. Mater., 25, 579-584.
- 7. CHEROUALI H., REYNAUD P., BERTHIER Y., ROUBY D., 1997, Influence of Serrated Sliding on Subsequent Steady Slip in Single Filament Model Composite SiC/Pyrex, Scripta Metall., 36, 11, 1283-1288.
- 8. FOX D.J., KANA D.D., HSIUNG S.M., 1998, Influence of Interface Roughness on Dynamic Shear Behavior in Jointed Rock, Int. J. Rock Mech. Min. Sci., 35, 7, 923-940.
- 9. GAJO A., MUIR WOOD D., 1999, A Kinematic Hardening Constitutive Model for Sands: The Multiaxial Formulation, Int. J. Num. Anal. Meth. Geomech., 23, 925-965.
- 10. GAMBAROTTA L., LAGOMARSINO S., 1997, Damage Models for the Seismic Response of Brick Masonry Shear Walls, Part I: The Mortar Joint Model and its Applications, Earthquake Engrg. Struct. Dyn., 26, 441-462
- 11. GENS A., CAROL I., ALONSO E.E., 1989, Elasto-Plastic Model for Joints and Interfaces, In: D.R.J. Owen et al., editor, Proc. 2nd Int. Conf. Computational Plasticity, 1251-1264, Swansea, UK, Pineridge Press.
- 12. GERRARD C., 1986, Shear Failure of Rock Joints: Appropriate Constraints for Empirical Relations, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 23, 6, 421-429.
- 13. GIAMBANCO G., DI GATI L., 1997, A Cohesive Interface Model for the Structural Mechanics of Block Masonry, Mech. Res. Commun., 24, 5, 503-512.
- 14. HUTSON R.W., DOWDING C.H., 1990, Joint Asperity Degradation During Cyclic Shearing, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 27, 2, 109-119.
- 15. JAEGER J.C., 1971, Friction of Rocks and Stability of Rock Slopes, Geotechnique, 21, 2, 97-134.
- 16. JERO P.D., KERANS R.J., PARTHASARATHY T.A., 1991, Effect of Interfacial Roughness on the Frictional Stress Measured Using Pushout Tests, J. Am. Ceram. Soc., 74, 11, 2793-2801.
- 17. JING L., 1990, Numerical Modelling of Jointed Rock Masses by Distinct Ele¬ment Method for Two- and Three-Dimensional Problems, PhD Thesis, Lulea University of Technology.
- 18. KUTTER H.K., WEISSBACH G., 1980, Der Einfluss von Verformungs- und Belastungsgeschichte auf den Scherwiderstand von Gesteinskluften unter Besonderer Berucksichtigung der Mylonitbildung. Final Report, DFG Research Project Ku 361/2/4.
- 19. LOTFI H.R., SHING P.B., 1994, Interface Model Applied to Fracture of Masonry Structures, J. Struct. Engrg., ASCE, 120, 1, 63-80.
- 20. LOURENCO P.B., ROTS J.G., 1997, Multisurface Interface Model for Analysis of Masonry Structures, J. Eng. Mech. ASCE, 123, 7, 660-668.
- 21. MARSHALL D.B., OLIVER W.C, 1990, An Indentation Method for Measuring Residual Stresses in Fiber-Reinforced Ceramics, Mat. Sci. Engrg. A, 126, 95-103.
- 22. MARSHALL D.B., SHAW M.C., MORRIS W.L., 1992, Measurement of Interfacial Debonding and Sliding Resistance in Fiber Reinforced Intermetallics, Acta Metall. Mater., 40, 3, 443-454.
- 23. MRÓZ Z., GIAMBANCO G., 1996, An Interface Model for Analysis of Deformation Behaviour of Discontinuities, Int. J. Num. Anal. Meth. Geomech., 20, 1-33.
- 24. MRÓZ Z., STUPKIEWICZ S., 1994, An Anisotropic Friction and Wear Model, Int. J. Sol. Struct., 31, 8, 1113-1131.
- 25. MRÓZ Z., STUPKIEWICZ S., 1998, Constitutive Model of Adhesive and Ploughing Friction in Metal Forming Processes, Int. J. Mech. Sci., 40, 281-303.
- 26. PATTON F.D., 1966, Multiple Modes of Shear Failure in Rock and Related Materials, PhD thesis, University of Illinois.
- 27. PLESHA M.E., 1987, Constitutive Models for Rock Discontinuities with Di-latancy and Surface Degradation, Int. J. Num. Anal. Meth. Geomech., 11, 345-362
- 28. VAN DER PLUIJM R., 1993, Shear Behaviour of Bed Joints, In: A.A. Hamid and H.G. Harris, editors, Proc. 6th North American Masonry Conf., 125-136, Drexel University, Philadelphia, Pennsylvania, USA.
- 29. VAN DER PLUIJM R., 1997, Non-Linear Behavior of Masonry Under Tension, Heron, 42, 1, 25-54.
- 30. RAOUS M., CANGEMI L., COCU M., 1999, A Consistent Model Coupling Adhesion, Friction and unilateral Contact, Comp. Meth. Appl. Mech. Engrg., 177, 383-399.
- 31. SNYMAN M.F., MARTIN J.B., 1992, A Consistent Formulation of a Dilatant Interface Element, Int. J. Num. Anal. Meth. Geomech., 16, 493-527.
- 32. STUPKIEWICZ S., 1996, Fiber Sliding Model Accounting for Interfacial Micro-Dilatancy, Mech. Mater., 22, 65-84.
- 33. SUN Z., GERRARD C., STEPHANSON O., 1985, Rock Joint Compliance Tests for Compression and Shear Loads, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 4, 197-213.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BWM2-0012-0058