The Use of Hashin Damage Criteria, CFRP–Concrete Interface and Concrete Damage Plasticity Models in 3D Finite Element Modeling of Retrofitted Reinforced Concrete Beams with CFRP Sheets
Crossref DOI link: https://doi.org/10.1007/s13369-016-2356-3
Published Online: 2016-12-01
Published Print: 2017-03
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Bsisu, Khair Al-Deen
Hussein, Husam H.
Sargand, Shad M.
License valid from 2016-12-01