1. Experimental study on concrete beams reinforced with pseudoelastic Ni-Ti continuous rectangular spiral reinforcement failing in shear. (15th November 2016) Authors: Mas, Benito; Cladera, Antoni; Ribas, Carlos Journal: Engineering structures Issue: Volume 127(2016:Nov. 15) Page Start: 759 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
2. Experimental study on concrete beams reinforced with pseudoelastic Ni-Ti continuous rectangular spiral reinforcement failing in shear. (15th November 2016) Authors: Mas, Benito; Cladera, Antoni; Ribas, Carlos Journal: Engineering structures Issue: Volume 127(2016:Nov. 15) Page Start: 759 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
3. Shear behaviour of beams strengthened using different Ni-Ti-Nb shape memory alloy wire configurations and design proposal based on the compression chord Capacity model (CCCM). (1st October 2022) Authors: Rius, Joan M.; Cladera, Antoni; Mas, Benito; Ribas, Carlos Journal: Engineering structures Issue: Volume 268(2022) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
4. Shear strengthening of reinforced concrete beams using shape memory alloys. (10th March 2019) Authors: Rius, Joan M.; Cladera, Antoni; Ribas, Carlos; Mas, Benito Journal: Construction & building materials Issue: Volume 200(2019) Page Start: 420 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗