Journal article
Modeling SRP-concrete interfacial bond behavior and strength
Abstract
Relatively recently a steel fabric/laminate has been proposed for externally strengthening concrete structures, using a polymeric resin. The steel fiber-polymer composite system is termed Steel Reinforced Polymer (SRP). To determine the ultimate load capacity of an SRP retrofitted concrete structure, one must accurately predict the SRP-concrete interface debonding load, which requires a robust local bond-slip model. Many design guidelines …
Authors
Ascione F; Lamberti M; Napoli A; Razaqpur AG; Realfonzo R
Journal
Engineering Structures, Vol. 187, , pp. 220–230
Publisher
Elsevier
Publication Date
May 2019
DOI
10.1016/j.engstruct.2019.02.050
ISSN
0141-0296