Summary
The paper presents some analytical kinematic solutions of limit analysis problems in geotechnics and related fields that have been recently obtained at the University of Minnesota. Emphasis is placed on steady and pseudo-steady flow problems that may model certain processes, and on the implications of yield condition nonlinearity. The examples pertain to plane-strain, axisymmetric and general three-dimensional problems. Also, the possible extension of the kinematic method of limit analysis on hardening incompressible and contracting/dilating materials is discussed. Finally, a simple periodic shear band formation process is analyzed.
übersicht
Der Beitrag stellt einige analytische kinematische Lösungen von Traglastproblemen in der Geotechnik und verwandten Gebieten vor, die jüngst an der UniversitÄt von Minnesota erarbeitet wurden. Der Akzent liegt bei Problemen mit stetigem und pseudo-stetigem plastischem Flie\en und den Folgen einer NichtlinearitÄt der Flie\bedingung. Die Beispiele betreffen ebene FormÄnderung sowie axialsymmetrische und allgemein dreidimensionale Aufgabenstellungen. Darüber hinaus wird die mögliche Erweiterung der kinematischen Methode der Traglastverfahren auf verfestigende Werkstoffe mit oder ohne VolumenÄnderung erörtert. Zum Abschlu\ wird eine einfache periodische Bildung von ScherbÄndern untersucht.
Similar content being viewed by others
References
Avitzur, B.: Strain-hardening and strain-rate effects in plastic flow through conical converging dies. J. Eng. Ind. ASME 89 (1967) 556–562
Azzouz, A. S.; Baligh, M. M.: Loaded areas on cohesive slopes. J. Geotech. Eng. ASCE 109 (1983) 724–729
Baker, R.; Frydman, S.: Upper bound limit analysis of soil with non-linear failure criterion. Soil Found, 23 (1983) 34–42
Butterfield, R.; Andrawes, K. Z.: An investigation of a plane strain continuous penetration problem. Geotechnique 22 (1972) 597–617
Britto, A. M.; Kusakabe, O.: Stability of unsupported excavations in soft clay. Geotechnique 32 (1982) 261–270
Britto, A. M.; Kusakabe, O.: Stability of axisymmetric excavations in clays. J. Geotech. Eng. ASCE 109 (1983) 666–681
Chen, W. F.: Limit analysis and soil plasticity. Amsterdam: Elsevier 1975
Chen, W. F.; Chang, M. F.: Limit analysis in soil mechanics and its application to lateral earth pressure problems. Solid Mech. Arch. 6 (1981) 331–399
Cox, A. D.; Eason, G.; Hopkins, H. G.: Axially symmetric plastic deformations in soils. Philos. Trans. R. Soc. Lond. A (1961) 1–45
Davis, E. H.: Theories of plasticity and the failure of soil masses. In: Lee, I. K. (ed.) Soil mechanics: Selected topics, pp. 341–380. London: Butterworth 1968
Drescher, A.: Limit plasticity approach to piping in bins. J. Appl. Mech. ASME 50 (1983) 549–553
Drescher, A.; Michalowski, R. L.: Density variation in pseudo-steady plastic flow of granular media. Geotechnique 34 (1984) 1–10
Drescher, A.; Vgenopoulou, I.: A theoretical analysis of channeling in bins and hoppers. Powder Technol. 42 (1985) 181–191
Drescher, A.: Kinematics of axisymmetric vertical slopes at collapse. Int. J. Numer. Anal. Methods Geomech. 10 (1986) 431–441
Drescher, A.; Kang, Y.: Kinematic approach to limit load for steady penetration in rigid-plastic soils. Geotechnique 37 (1987) 233–246
Drescher, A.; Christopoulos, C.: Limit analysis slope stability with nonlinear yield condition Int. J. Numer. Anal. Methods Geomech. 12 (1988) 341–345
Gens, A.; Hutchinson, J. N.; Cavounidis, S.: Three-dimensional analysis of slides in cohesive soils. Geotechnique 38 (1988) 1–23
Kolymbas, D.: Ice forces on conical offshore structures. Comp. Methods Appl. Mech. Eng. 60 (1987) 217–231
Michalowski, R. L.: Limit analysis of quasi-static pyramidal indentation of rock. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 22 (1985) 31–38
Michalowski, R. L.: An approximate solution to a problem of pseudo-steady flow of strain-hardening material. Int. J. Mech. Sci. 28 (1986) 195–200
Michalowski, R. L.: An analytical modeling of kinematical discontinuities in hardening/softening materials (presented at Engineering Mechanics — 6th Conference, SUNY Buffalo, May 20–22, 1987)
Michalowski, R. L.: Three-dimensional analysis of locally loaded slopes Geotechnique (in print)
Shield, R. T.; Drucker, D. C.: The application of limit analysis to punch-indentation problems. J. Appl. Mech. ASME 75 (1952) 453–460
Shield, R. T.: Mixed boundary value-problems in soil mechanics. Q. Appl. Math. 11 (1953) 61–75
Triplett, T. G.; Drescher, A.: Analysis of pillar punching into soft claystone floor in southern Illinois. In: Cundall, P. A.; Sterling, R. L.; Starfield, A. M. (eds.) Key questions in rock mechanics: Proc. 29-th U.S. Symp. on Rock Mechanics, June 1988, Minneapolis, pp. 59–65. Rotterdam: Balkema
Zhang, X. J.; Chen, W. F.: Stability analysis of slopes with general nonlinear failure criterion. Int. J. Numer. Anal. Methods Geomech. 11 (1987) 33–50
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Drescher, A. Analytical methods in limit analysis. Ing. arch 59, 138–147 (1989). https://doi.org/10.1007/BF00538367
Received:
Issue Date:
DOI: https://doi.org/10.1007/BF00538367