Structural behavior of standard timber beams strengthened using CFRP sheet
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-022-00452-w.pdf
Reference25 articles.
1. Alam, P., Ansell, M. P., & Smedley, D. (2009). Mechanical repair of timber beams fractured in flexure using bonded-in reinforcements. Composites Part b: Engineering, 40(2), 95–106. https://doi.org/10.1016/j.compositesb.2008.11.010
2. Alkhudery, H. H., Albuthbahak, O. M., & Al-Katib, H. A. (2018). Investigation of effective hybrid FRP and steel reinforcement ratio FOR. Journal of Engineering and Applied Sciences, 13(13), 5150–5161. https://doi.org/10.36478/jeasci.2018.5150.5161
3. Borri, A., Corradi, M., & Grazini, A. (2005). A method for flexural reinforcement of old wood beams with CFRP materials. Composites Part b: Engineering, 36(2), 143–153. https://doi.org/10.1016/j.compositesb.2004.04.013
4. Desch, H. E., & Dinwoodie, J. M. (2016). Timber: structure, properties, conversion and use. Macmillan International Higher Education.
5. Ferrier, E., Labossiere, P., & Neale, K. W. (2010). Mechanical behavior of an innovative hybrid beam made of glulam and ultrahigh-performance concrete reinforced with FRP or steel. Journal of Composites for Construction, 14(2), 217–223. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000063
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