Experimental and numerical analysis of the behaviour of masonry walls strengthened with CFRP reinforced render
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s42107-019-00207-0.pdf
Reference23 articles.
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2. Bruggi, M., Milani, G., & Talierci, A. (2014). Simple topology optimization strategy for the FRP reinforcement of masonry walls in two-way bending. Computers and Structures,138, 86–101. https://doi.org/10.1016/j.compstruc.2014.02.012 .
3. Carozzi, F., Bellini, A., D’Antino, T., Felice, G., Focacci, F., Hojdys, L., et al. (2013). Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements. Composites Part B: Engineering,46, 15–20. https://doi.org/10.1016/j.compositesb.2017.06.018 .
4. D’Ambrisi, A., Feo, L., & Focacci, F. (2013). Experimental and analytical investigation on bond between Carbon-FRCM materials and masonry. Composites Part B: Engineering,46, 15–20. https://doi.org/10.1016/j.compositesb.2012.10.018 .
5. Feo, L., Luciano, R., Misseri, G., & Rovero, L. (2016). Irregular stone masonries: analysis and strengthening with glass fibre reinforced composites. Composites Part B: Engineering,92, 84–93. https://doi.org/10.1016/j.compositesb.2016.02.038 .
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