TECHNICAL PAPERS
Dec 1, 1992

Analysis and Implementation of Thin‐Layer Element for Interfaces and Joints

Publication: Journal of Engineering Mechanics
Volume 118, Issue 12

Abstract

An analysis and implementation of the thin‐layer element of Desai et al. for interfaces and joints shows that the planar approximation of the element treated as a solid element can provide satisfactory simulation of the finite‐sized interface zone, and in the limit, its results approach those from the zero‐thickness element. Advantages and limitations of the thin‐layer element are identified, and it is implemented in a nonlinear finite element procedure with the hierarchical single surface plasticity model. The computed results are compared with those from laboratory tests on joints in concrete with different asperity angles. The nonassociative version provides highly satisfactory correlation with laboratory observations.

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References

1.
Desai, C. S. (1980a). “A dynamic multi degree‐of‐freedom shear device.” Report No. 8‐36, Dept. of Civ. Engrg., Virginia Tech., Blacksburg, Va.
2.
Desai, C. S. (1980b). “A general basis for yield, failure and potential functions in plasticity.” Int. J. Numerical and Analytical Methods in Geomech., 4, 361–375.
3.
Desai, C. S. (1981). “Behavior of interfaces between structural and geologic media.” Proc. Int. Conf. on Recent Advances in Geotech. Earthquake Engrg. and Soil Dynamics.
4.
Desai, C. S., and Abel, J. F. (1972). Introduction to the finite element method. Van Nostrand Reinhold Co., New York, N.Y.
5.
Desai, C. S., Drumm, E. C., and Zaman, M. M. (1985). “Cyclic testing and modeling of interfaces.” J. Geotech. Engrg., ASCE, 111(6), 793–815.
6.
Desai, C. S., and Fishman, K. L. (1991). “Plasticity based constitutive model with associated testing for joints.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 28(7), 15–26.
7.
Desai, C. S., Johnson, L. D., and Harget, C. M. (1974). “Analysis of pile‐supported gravity lock.” J. Geotech. Engrg. Div., ASCE, 100(9), 1009–1029.
8.
Desai, C. S., and Ma, Y. (1992). “Modelling of joints and interfaces using the disturbed state concept.” Int. J. Numerical and Analytical Methods in Geomech., 16.
9.
Desai, C. S., and Nagaraj, B. K. (1988). “Modeling for cyclic normal and shear behavior of interfaces.” J. Engrg. Mech., ASCE, 114(7), 1198–1217.
10.
Desai, C. S., and Nagaraj, B. K. (1990). Closure to “Modeling for cyclic normal and shear behavior of interfaces,” by C. S. Desai and B. K. Nagaraj, J. Eng. Mech., ASCE, 116(8), 1870–1890.
11.
Desai, C. S., Somasundaram, S., and Frantziskonis, G. (1986). “A hierarchical approach for constitutive modelling of geologic materials.” Int. J. Numerical and Analytical Methods in Geomech., 10(3), 225–257.
12.
Desai, C. S., Zaman, M. M., Lightner, J. G., and Siriwardane, H. J. (1984). “Thin‐layer element for interfaces and joints.” Int. J. Numerical and Analytical Methods in Geomech., 8(1), 19–43.
13.
Drumm, E. C., and Desai, C. S. (1986). “Determination of parameters for a model for the cyclic behavior of interfaces.” J. Earthquake Engrg. and Struct. Dynamics, 16(1), 1–18.
14.
Fishman, K. L. (1988). “Constitutive modeling of idealized rock joints under quasi‐static and cyclic loading,” PhD thesis, University of Arizona, Tucson, Ariz.
15.
Ghaboussi, J., and Wilson, E. L. (1973). “Finite element for rock joints and interfaces.” J. Soil Mech. and Found. Engrg. Div., ASCE, 99(10), 833–848.
16.
Goodman, R. E., Taylor, R. L., and Brekke, T. L. (1968). “A model for the mechanics of jointed rock.” J. Soil Mech. and Found. Engrg. Div., ASCE, 94(3), 637–660.
17.
Grosch, J. J., and Reese, L. C. (1980). “Field tests of small‐scale pile segments in a soft clay deposit under repeated axial loading.” Geotechnical Engineering Report GR80‐1, Geotechnical Engrg. Center, University of Texas at Austin, Austin, Tex.
18.
Hanna, T. H. (1969). “The mechanics of load mobilization in friction piles.” J. Materials, 4(4).
19.
Hsu‐Jun, K. (1979). “Non‐linear analysis of the mechanical properties of joint and weak intercalation in rock.” Proc. 3rd Int. Conf. Numerical Methods in Geomech., 523–532.
20.
Kane, W. F., and Drumm, E. C. (1987). “A modified ‘cap’ model for rock joints.” Proc. 28th U.S. Symp. on Rock Mech., University of Arizona.
21.
Katona, M. G. (1980). “A simple contact friction interface cement with applications to buried culvert.” Proc. Symp. on Impl. Comp. Procedures and Stress‐Strain Laws in Geotech. Engrg., 1, 45–63.
22.
Koizumi, Y., and Ito, K. (1967). “Field tests with regard to pile driving and capacity of piled foundations.” Soil Found., 7(3).
23.
Lightner, J. G., and Desai, C. S. (1979). “Improved numerical procedures for soil‐structure interaction including simulation of construction sequences.” Report No. VPI‐E‐79.32, Dept. of Civil Engrg., Virginia Tech., Blacksburg, Va.
24.
Matlock, H., Bogard, D., and Cheong, L. (1983). “A laboratory study of axially loaded piles and pile groups including pore pressure measurements.” Proc. Behavior of Offshore Structures, 3rd Int. Conf.
25.
Navayograjah, N., Desai, C. S., and Kiousis, P. D. (1992). “Hierarchical single‐surface model for static and cyclic behavior of interfaces.” J. Engrg. Mech., ASCE, 118(5), 990–1011.
26.
Plesha, M. E. (1987). “Constitutive models for rock discontinuities with dilatancy and surface degradation.” Int. J. Numerical and Analytical Methods in Geomech., 11(4), 345–362.
27.
Potts, D. M., and Gens, A. (1985). “A critical assessment of methods for correcting for drift from the yield surface in elasto‐plastic finite element analysis.” Int. J. Numerical and Analytical Methods in Geomech., 9(2), 149–159.
28.
Roberds, W. J., and Einstein, H. M. (1978). “Comprehensive model for rock discontinuities.” J. Geotech. Engrg. Div., ASCE, 104(5), 553–569.
29.
Sharma, K. G., and Desai, C. S. (1989). “Analysis and implementation of thin‐layer interface element.” Research Report, Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, Ariz.
30.
Wolf, J. P. (1985). Dynamic soil‐structure interaction. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
31.
Zaman, M. M., Desai, C. S., and Drumm, E. C. (1984). “Interface model for dynamic soil‐structure interaction.” J. Geotech. Engrg. Div., ASCE, 110(9), 1257–1273.

Information & Authors

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 118Issue 12December 1992
Pages: 2442 - 2462

History

Published online: Dec 1, 1992
Published in print: Dec 1992

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Authors

Affiliations

K. G. Sharma
Prof., Indian Inst. of Tech., Delhi, India
C. S. Desai, Fellow ASCE
Regents' Prof., Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ 85721

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