Experimental investigation of flexural capacity and deflection of low strength RCC beam strengthened with flexural steels and steel shear key
Author:
Funder
Ministry of Education, Government of the People's Republic of Bangladesh
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-022-00484-2.pdf
Reference24 articles.
1. Abdzaid, H. M., & Kamonna, H. H. (2019). Flexural strengthening of continuous reinforced concrete beams with near-surface-mounted reinforcement. Practice Periodical on Structural Design and Construction, 24(3), 04019014. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000428
2. Ahmed, K. S., Habib, M. A., & Asef, M. F. (2021b). Flexural response of stainless steel reinforced concrete beam. Structures, 34, 589–603.
3. Ahmed, K. S., & Riaz, M. (2017). Interface dependency of reinforced concrete jacketing for column strengthening. Mist International Journal of Science and Technology. https://doi.org/10.47981/j.mijst.05(01)2017.128(%p)
4. Ahmed, K. S., Shahjalal, M., Siddique, T. A., & Keng, A. K. (2021a). Bond strength of post-installed high strength deformed rebar in concrete. Case Studies in Construction Materials, 15, e00581.
5. Attari, N., Amziane, S., & Chemrouk, M. (2012). Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets. Construction and Building Materials, 37, 746–757. https://doi.org/10.1016/j.conbuildmat.2012.07.052
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