Closed Form Solution for Partial Interaction of Composite Reinforced Concrete Beams
Keywords:
reinforced concrete beam, steel plate bonded, shear distributed force, Partial InteractionAbstract
An analytical method for the elastic analysis of the interaction between a reinforced concrete beam and a steel plate bonded to it by flexible connectors is presented. The shear distributed force is formulated. Also, the ultimate strength, slip, and deflection for different cases of loading are studied. It is observed that large shear is concentrated at the edges of the steel plate. Compared with some experimental results from references, this model gives a close prediction.
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2008-06-01
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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
F. Naji , H. ., T. Hamad, H. ., & R. Jaber, A. . (2008). Closed Form Solution for Partial Interaction of Composite Reinforced Concrete Beams. Journal of Engineering and Sustainable Development, 12(2), 167-184. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1674
