TECHNICAL NOTES
Jul 1, 1996

Pseudo Three-Dimensional Finite Element

Publication: Journal of Structural Engineering
Volume 122, Issue 7

Abstract

A pseudo three-dimensional finite element was developed to efficiently model a wood-strand composite. The element is similar to the three-dimensional brick element; however, it contains only two degrees of freedom (DOF) at each node. Both the stress-strain and strain-displacement relationships were modified from the traditional relationships in developing the new element. Specifically, the element uses approximate relationships for two of the three shear strains and eliminates the normal stress in one of the three principal directions. The element was tested against the three-dimensional brick element for a specific application and performed well. The suitability of the element for other applications would require further comparative analysis, which is beyond the scope of the present note. Formulation details are given, thereby allowing further investigative studies to determine the feasibility of using the element to model interfaces and similar situations, where reduction in computational effort is warranted.

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References

1.
Bathe, K. J. (1975). “ADINA—a finite element program for automatic dynamic incremental nonlinear analysis.”Rep. No. 82449-8-1, Acoustic and Vibration Lab, MIT, Cambridge, Mass.
2.
Cook, R. D. (1981). Concepts and applications of finite element analysis, 2nd Ed., John Wiley and Sons, Inc., New York, N.Y.
3.
Heuze, F. E., and Barbour, T. G.(1982). “New models for rock joints and interfaces.”J. Geotech. Engrg. Div., ASCE, 108(5), 757–776.
4.
Kang, S. I., and Rentsepis, G. M. (1974). “On the determination of physical properties of composite materials by a three-dimensional finite element procedure.”ASTM STP 546, Composite Mat.: Testing and Design (Third Conf.), ASTM, Philadelphia, Pa., 166–186.
5.
Rizzo, S., and Fazio, P.(1983). “Sandwich panel assemblies: analytic model.”J. Struct. Engrg., ASCE, 109(11), 2715–2732.
6.
SAP Users Group. (1977). “SAPV2—a structural analysis program of static and dynamic response of linear systems.” Dept. of Civ. Engrg., Univ. of Southern California, Los Angeles, Calif.
7.
Triche, M. H. (1988). “Finite element modeling of a parallel aligned wood strand composite,” PhD dissertation, Purdue Univ., West Lafayette, Ind.
8.
Triche, M. H., and Hunt, M. O.(1993). “Modeling of parallel-aligned wood strand composites.”Forest Products J., 43(11/12), 33–44.
9.
U.S.D.A. Forest Service. (1987). “Wood handbook: Wood as an engineering material.”USDA Agricultural Handbook. No. 72, Forest Products Lab., Madison, Wis.
10.
Wilson, E. L. (1977). “Chapter 10: Finite elements for foundations, joints and fluids.”Finite elements in geomechanics, John Wiley and Sons, Inc., New York, N.Y., 319–349.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 7July 1996
Pages: 832 - 835

History

Published online: Jul 1, 1996
Published in print: Jul 1996

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Authors

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Michael H. Triche
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Box 870205, Univ. of Alabama, Tuscaloosa, AL 35487-0205.
James A. Richardson, Members, ASCE
Asst. Prof., Dept. of Civ. and Envir. Engrg., Box 870205, Univ. of Alabama, Tuscaloosa, AL.

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