Simple Truss Finite Element to Model FRCM Strengthened Specimens in Single Lap Shear Tests
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-57224-1_1
Reference10 articles.
1. Bertolesi, E., Fagone, M., Rotunno, T., Grande, E., Milani, G.: Experimental characterization of the textile-to-mortar bond through distributed optical sensors. Constr. Build. Mater. 313, 126640 (2022)
2. Rotunno, T., Fagone, M., Grande, E., Milani, G.: FRCM-to-masonry bonding behaviour in the case of curved surfaces: experimental investigation. Compos. Struct. 313, 116913 (2023)
3. Pingaro, N., Calabrese, A.S., Milani, G., Poggi, C.: Debonding sawtooth analytical model and FE implementation with in-house experimental validation for SRG-strengthened joints subjected to direct shear. Compos. Struct. 319, 117113 (2023)
4. Milani, G.: Semi-analytical mechanical model for FRCM-to-substrate shear bond tests. Compos. B Eng. 266, 110983 (2023)
5. Grande, E., Fagone, M., Rotunno, T., Milani, G.: Modeling of shear-lap tests of flat and curved masonry specimens strengthened by FRCM. Structures 52, 437–448 (2023)
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