TECHNICAL NOTES
Nov 1, 1998

Exact Analysis of Nonprismatic Beams

Publication: Journal of Engineering Mechanics
Volume 124, Issue 11

Abstract

An exact analysis of nonprismatic beams with general boundary conditions is presented. The analysis is based on the boundary integral method. The fundamental solutions for nonprismatic beams of linear and parabolic profiles are derived. The fundamental solution is used as a weighing function to transform the governing equation and the boundary condition equations into four algebraic equations. The resulting algebraic equations offer exact relations among the physical variables at the beam supports. The method is tested through two numerical examples to show its accuracy.

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References

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Khan, M. S. (1995). “Boundary element analysis of non-prismatic beams and plates,” master's thesis, King Fahd University of Petroleum and Minerals, Saudi Arabia.
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Lee, S. Y., Ke, H. Y., and Kuo, Y. H.(1990). “Exact static deflection of a non-uniform Bernoulli-Euler beam with general elastic end restraints.”Comp. and Struct., 36(1), 91–97.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 124Issue 11November 1998
Pages: 1290 - 1293

History

Published online: Nov 1, 1998
Published in print: Nov 1998

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H. J. Al-Gahtani
Assoc. Prof., Dept. of Civ. Engrg., King Fahd Univ. of Petroleum and Minerals, Dhahran-31261, Saudi Arabia.
M. S. Khan
Grad. Student, Dept. of Civ. Engrg., King Fahd Univ. of Petroleum and Minerals, Dhahran-31261, Saudi Arabia.

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