Behavior of Composite Beam with Partial ConnectionUnder Flexural Wave Propagation

Authors

  • Hesham Abd AL-Latef Numan Civil Engineering Department, College of Engineering, Al-Mustansiriya University, Baghdad, Iraq Author

Keywords:

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Abstract

This research presents a theoretical study to the behavior of composite beam with partial connection under flexural wave propagation, connected together by stud shear connectors. Equilibrium and compatibility are satisfied for the forces and displacements at the assumed element. As a result, five simultaneous differential equations with respect to x-axis and time (t), with different deflections and rotations in each element, taking into account slip occurring at the interface between elements, and entire effect of time by the method of characteristics with Laxwendroff solution. A computer program is written in (Visual Basic) to apply the suggested theoretical model.

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Key Dates

Published

2008-09-01

Issue

Vol. 12 No. 3 (2008): Journal of Engineering and Development

Section

Articles

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Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

The Journal of Engineering and Sustainable Development is an open-access journal that all contents are free of charge. Articles of this journal are licensed under the terms of the Creative Commons Attribution International Public License CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/legalcode) that licensees are unrestrictly allowed to search, download, share, distribute, print, or link to the full texts of the articles, crawl them for indexing and reproduce any medium of the articles provided that they give the author(s) proper credits (citation). The journal allows the author(s) to retain the copyright of their published article.
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How to Cite

Behavior of Composite Beam with Partial ConnectionUnder Flexural Wave Propagation. (2008). Journal of Engineering and Sustainable Development, 12(3), 164-184. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1695