TECHNICAL PAPERS
Oct 1, 1987

Variational Scheme for Analysis of Torsion of Embedded Nonuniform Elastic Bars

Publication: Journal of Engineering Mechanics
Volume 113, Issue 10

Abstract

This paper develops a novel solution scheme for the analysis of the transfer of an axially symmetric torque from a nonuniform elastic bar into a layered elastic halfspace. The torsional deformation of the bar is specified by a set of kinematically admissible functions that are indeterminate to within a set of arbitrary constants. The embedded bar‐elastic halfspace system is represented by extended halfspace and a fictitious bar. The fictitious traction distribution on the extended half‐space due to a specified displacement field is determined by a discretization procedure. The results of the analysis is used to develop the total potential energy functional for the bar‐elastic halfspace loading system. The minimization of the functional determines explicitly the torsional deformation field. The numerical results presented in the paper illustrate the manner in which the torsional stiffness of the bar is influenced by its nonuniformity and its relative rigidity.

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References

1.
Duvaut, G., and Lions, J. L. (1976). Inequalities in mechanics and physics, Springer‐Verlag, Berlin, West Germany.
2.
Kalker, J. J. (1977). “Variational principles of contact elastostatics,” J. Inst. Math, and Its Applications, 20, 199–219.
3.
Karasudhi, P., Rajapakse, R. K. N. D., and Hwang, B. Y. (1984). “Torsion of a long cylindrical elastic bar partially embedded in a layered elastic half space,” Int. J. Solids and Struct., 20(1), 1–11.
4.
Keer, L. M., and Freeman, N. J. (1970). “Load transfer problem for an embedded shaft in torsion,” J. Appl. Mech., ASME, 37, 504–512.
5.
Kikuchi, N., and Oden, J. T. (1979). “Contact problems in elasticity,” TICOM Report 79‐8, Univ. of Texas, Austin, Tx.
6.
Luco, J. E. (1976). “Torsion of a rigid cylinder embedded in an elastic half space,” J. Appl. Mech., ASME, 43, 419–423.
7.
Muki, R. (1960). “Asymmetric problems of the theory of elasticity for a semi‐infinite solid and a thick plate,” Progress in solid mechanics, I. N. Sneddon and R. Hill, eds., Vol. 1, North Holland Pub. Co., Amsterdam, Netherlands, 285–290.
8.
Muki, R., and Sternberg, E. (1970). “Elastostatic load transfer to a half space from a partially embedded axially loaded rod,” Int. J. Solids and Struct., 6(1), 69–90.
9.
Panagiotoupoulos, P. D. (1977). “On the unilateral contact problem of structures with non‐quadratic strain energy density,” Int. J. Solids and Struct., 13, 253–261.
10.
Poulos, H. G. (1975). “Torsional response of piles,” J. Geotech. Engrg. Div., ASCE, 101(GT10), 1019–1035.
11.
Rajapakse, R. K. N. D., and Selvadurai, A. P. S. (1985). “Torsional stiffness of non‐uniform and hollow rigid piers embedded in isotropic elastic media,” Int. J. Numer. and Analyt. Methods in Geomech., 9(6), 525–539.
12.
Randolph, M. F. (1981). “Piles subjected to torsion,” J. Geotech. Engrg. Div., ASCE, 107(GT8), 1095–1111.
13.
Selvadurai, A. P. S. (1979). “An energy estimate of the flexural behaviour of a circular foundation embedded in an isotropic elastic medium,” Int. J. Numer. and Analyt. Methods in Geomech., 3, 285–292.
14.
Selvadurai, A. P. S. (1980). “Elastic contact between a flexible circular plate and a transversely isotropic elastic halfspace,” Int. J. Solids and Struct., 16, 167–176.
15.
Selvadurai, A. P. S. (1984). “Torsional stiffness of rigid piers embedded in isotropic elastic soils,” Laterally loaded deep foundations: analysis and performance, J. A. Langer, E. Mosley, and C. Thompson, eds. ASTM, 49–55.
16.
Sneddon, I. N. (1951). Fourier transforms, McGraw‐Hill, New York, N.Y.
17.
Villaggio, P. (1977). Qualitative methods in elasticity, Noordhoff International Publishing, Leyden, Netherlands.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 113Issue 10October 1987
Pages: 1534 - 1550

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Published online: Oct 1, 1987
Published in print: Oct 1987

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Authors

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A. P. S. Selvadurai, M. ASCE
Prof. and Chmn., Dept. of Civ. Engrg., Carleton Univ., Ottawa, Ont., Canada K15 5B6
R. K. N. D. Rajapakse
Asst. Prof., Dept. of Civ. Engrg., Univ. of Manitoba, Winnipeg, Manitoba, A3T 2N2, Canada

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