Journal of Applied Sciences
Year: 2001 | Volume: 1 | Issue: 4 | Page No.: 466-471
ABSTRACT
In this paper, a static analysis using Transfer Matrix – Analog Beam Method is presented for elastic composite beams. The expression of the field transfer matrix for a beam element subjected to any type of static loading is derived. The effects of static point load, intermediate supports and shear transmitting studs are considered. Results of the present model are compared with the existing results to verify the validity of the model. The application of the model is demonstrated by investigating the static characteristics of composite steel concrete beams, such as bridges. Finally, using the presented model, the results are presented shown the variation of the geometric and material parameters of a non-uniform beam subjected to a distributed load.
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How to cite this article
Ahmed M. Ellakany, 2001. Static Analysis of Non-Uniform Elastic Composite Beams. Journal of Applied Sciences, 1: 466-471.
DOI: 10.3923/jas.2001.466.471
URL: https://scialert.net/abstract/?doi=jas.2001.466.471
DOI: 10.3923/jas.2001.466.471
URL: https://scialert.net/abstract/?doi=jas.2001.466.471
REFERENCES
- Ellakany, A., K. Elawadly and A.H. Ellakany, 2001. Calculation of natural frequencies of multi-span elastic composite beams using transfer matrix-analog beam methods. Proceedings of the 7th International Conference on Production Engineering, Design and Control, (PEDAC`01), Alexandria, Egypt, pp: 671-682.
- Yin, J., 2000. Closed-form solution for reinforced Timoshinko beam on elastic foundation. J. Eng. Mech., 126: 868-874.
Direct Link - Bedair, O.K., 1997. Stability, free vibration and bending behavior of multi-stiffened plates. J. Eng. Mech., 123: 328-337.
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