Mechanical Properties of FRCM at High Temperatures
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-1004-3_41
Reference27 articles.
1. Babaeidarabad S, Loreto G, Nanni A (2014) Flexural strengthening of RC beams with an externally bonded fabric-reinforced cementitious matrix. J Compos Constr 18(5):04014009. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000473
2. Feng R, Liu Y, Zhu J-H, Xing F (2020) Flexural behaviour of C-FRCM strengthened corroded RC continuous beams. Compos Struct 245:112200. https://doi.org/10.1016/j.compstruct.2020.112200
3. Koutas LN, Bournas DA (2017) Flexural strengthening of two-way RC slabs with textile-reinforced mortar: experimental investigation and design equations. J Compos Constr 21(1):04016065. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000713
4. Lee S, Hong K, Yeon Y, Jung K (2018) Flexural behavior of RC slabs strengthened in flexure with basalt fabric-reinforced cementitious matrix. Adv Mater Sci Eng. https://doi.org/10.1155/2018/2982784
5. Azam R, Soudki K (2014) FRCM strengthening of Shear-Critical RC beams. J Compos Constr 18(5):04014012. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000464
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