Open Access
Issue
E3S Web Conf.
Volume 318, 2021
Second International Conference on Geotechnical Engineering – Iraq (ICGE 2021)
Article Number 03006
Number of page(s) 8
Section Developments in Structural Engineering and Construction Materials
DOI https://doi.org/10.1051/e3sconf/202131803006
Published online 08 November 2021
  1. Ozcebe, G., Ersoy, U., Tankut, T., Akyuz, U. and Erduran, E., 2004, August. Rehabilitation of existing reinforced concrete structures using CFRP fabrics. In Proceedings of 13th World Conference on Earthquake Engineering (pp. 1–6). [Google Scholar]
  2. Ostad-Ali-Askari, K., Singh, V.P., Dalezios, N.R. and Crusberg, T.C., 2018. Methods of strengthening reinforced concrete structures and introduction to the method of FRP sheet reinforcement. The Architects International, 1(2018), pp.1–5. [Google Scholar]
  3. Koçak, A., Onal, M. and Sonmez, K.A.A.N., 2007. Repairing and strengthening methods for RC structural members. 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures, Catania, Italya [Google Scholar]
  4. Jumaat, M. Z. and Alam, M.A., 2010. Experimental and numerical analysis of end anchored steel plate and CFRP laminate flexurally strengthened RC beams. International Journal of the Physical Sciences, 5(2), pp.132–144. [Google Scholar]
  5. Alam, M. A., Nouri, K., Jumaat, M. Z. and Muda, Z. C., 2015, April. Flexural strengthening of reinforced concrete beam using jute rope composite plate. In The 3rd National Graduate Conference, Putrajaya (pp. 8–9). [Google Scholar]
  6. Hong, S., Cho, D. and Park, S.K., 2016. Application of a new anchorage towards the flexural strengthening of RC rectangular beams with external steel tendons. Applied Sciences, 6(5), p.119. [Google Scholar]
  7. El-Zohairy, A. and Salim, H., 2017. Parametric study for post-tensioned composite beams with external tendons. Advances in Structural Engineering, 20(10), pp.1433–1450. [Google Scholar]
  8. Kaveh, A. and Eslamlou, A. D., 2017. Metaheuristic optimization algorithms in civil engineering: New applications. Cham: Springer International Publishing. [Google Scholar]
  9. Pavlovic, S., 2018. Techno-economic analysis of castellated and solid I-profiled steel beams in terms of load capacity and serviceability. CaBpeMeHa Teopuja H nPAKCA y rPAAHTEJLCTBY, 13(1). [Google Scholar]
  10. Oukaili, N. K. and Abdullah, S. S., 2018, November. Strengthening Aspects to Improve Serviceability of Open Web Expanded Steel-Concrete Composite Beams in Combined Bending and Torsion. In IOP Conference Series: Materials Science and Engineering (Vol. 433, No. 1, p. 012041). IOP Publishing. [Google Scholar]
  11. Megharief, J. D., 1997. Behavior of composite castellated beams (Doctoral dissertation, McGill University). [Google Scholar]
  12. Al-Zuhairi, A. H., Mansi, A. I. and Anbar-Iraq, B. I., 2017, May. Behavior of composite concretecastellated steel beams in flexurel. In 1st International Conference on Recent Trends of Engineering Sciences Sustainability (Vol. 5). [Google Scholar]
  13. AISC Manual, 2017. Steel Construction Manual. 15th Ed. [Google Scholar]

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