Closed Form Solution for Partial Interaction of Composite Reinforced Concrete Beams

Authors

  • Hanadi F. Naji Civil Engineering Department, College of Engineering, Al-Mustansiriya University, Baghdad, Iraq
  • Huda T. Hamad Environmental Engineering Department, College of Engineering, Mustansiriyah University, Baghdad, Iraq
  • Akeel R. Jaber Civil Engineering Department, College of Engineering, Al-Mustansiriya University, Baghdad, Iraq

Keywords:

reinforced concrete beam, steel plate bonded, shear distributed force, Partial Interaction

Abstract

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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Published

2008-06-01

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. Retrieved from https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1674

Issue

Vol. 12 No. 2 (2008): Journal of Engineering and Development

Section

Articles

License

Creative Commons License

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

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