Open Access
| Issue |
E3S Web Conf.
Volume 347, 2022
2nd International Conference on Civil and Environmental Engineering (ICCEE 2022)
|
|
|---|---|---|
| Article Number | 01007 | |
| Number of page(s) | 10 | |
| Section | Infrastructure and Building Construction | |
| DOI | https://doi.org/10.1051/e3sconf/202234701007 | |
| Published online | 14 April 2022 | |
- R. Azam, K. Soudki, FRCM strengthening of shear-critical RC beams, Journal of Composites for Construction, 18, 5, 04014012 (2014) [CrossRef] [Google Scholar]
- A. Younis, U. Ebead, K.C. Shrestha, Different FRCM systems for shear-strengthening of reinforced concrete beams, Construction and Building Materials, 153, 514 (2017) [CrossRef] [Google Scholar]
- G. Loreto, S. Babaeidarabad, L. Leardini, A. Nanni, RC beams shear-strengthened with fabric-reinforced-cementitious-matrix (FRCM) composite, International Journal of Advanced Structural Engineering, 7, 4, 341 (2015) [CrossRef] [Google Scholar]
- J.H. Gonzalez-Libreros, L.H. Sneed, T. D’Antino, C. Pellegrino, Behavior of RC beams strengthened in shear with FRP and FRCM composites, Engineering Structures, 150, 830 (2017) [CrossRef] [Google Scholar]
- T.S. Wakjira, U. Ebead, Hybrid NSE/EB technique for shear strengthening of reinforced concrete beams using FRCM: Experimental study, Construction and Building Materials, 164, 164 (2018) [CrossRef] [Google Scholar]
- B.B. Adhikary, H. Mutsuyoshi, Shear strengthening of RC beams with web-bonded continuous steel plates, Construction and Building Materials, 20, 5, 296 (2006) [CrossRef] [Google Scholar]
- C.C. Chen, K.T. Lin, Y.J. Chen, Behavior and shear strength of steel shape reinforced concrete deep beams, Engineering Structures, 175, 425 (2018) [CrossRef] [Google Scholar]
- W.A. Jasim, A.A. Allawi, N.K. Oukaili, Strength and serviceability of reinforced concrete deep beams with large web openings created in shear spans, Civil Engineering Journal, 4, 11, 2560 (2018) [CrossRef] [Google Scholar]
- D.J. Carreira, K.H. Chu, Stress-strain relationship for plain concrete in compression, Journal Proceedings, 82, 797 (1985) [Google Scholar]
- M.M. Lima, J.H. Doh, M.N. Hadi, D. Miller, The effects of CFRP orientation on the strengthening of reinforced concrete structures, The Structural Design of Tall and Special Buildings, 25, 15, 759 (2016) [CrossRef] [Google Scholar]
- B.L. Wahalathantri, Damage assessment in reinforced concrete flexural members using modal strain energy based method, Doctoral dissertation, Queensland University of Technology (2012) [Google Scholar]
- A. Pauw, Static modulus of elasticity of concrete as affected by density, University of Missouri (1960) [Google Scholar]
- A.G. Abdel-Nasser, T. Sharaf, H. Ghatass, E. Abdel-Galil, Analysis of Reinforced Concrete Deep Beams Using Nonlinear Strain Model, Port-Said Engineering Research Journal, 21, 2, 231 (2017) [CrossRef] [Google Scholar]
- D.I. Kachlakev, T.H. Miller, T. Potisuk, S.C. Yim, K. Chansawat, Finite element modelling of reinforced concrete structures strengthened with FRP laminates, No. FHWA-OR-RD-01-XX. Oregon. Dept. of Transportation. Research Group (2001) [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.