Proposal of a scissor-based model for the non-linear analysis of RC beam-column joints strengthened by FRP.

The paper presents a new simple modeling approach for studying the monotonic response of RC beam-column joints externally strengthened by Fiber Reinforced Polymer (FRP) materials. The approach assumes a parallel combination of the behavior of the joint in the unstrengthened configuration and the contribution of strengthening system. To achieve this, the common scissor model, where the behavior of joint shear panel is modeled through a rotational spring, is here modified by introducing an additional spring, arranged parallel to the concrete spring, to account for the contribution of strengthening system. Regarding the behavior of the additional spring, the authors proposed a multilinear simplified constitutive law by appropriately combining analytical models available from the literature with specific guidelines provided by Italian technical standards. The proposed model, implemented in the computer code OpenSees and validated against experimental case studies from the literature, demonstrates its strong capability to capture the contribution of the strengthening system on both the strength and ductility of joints. • A new numerical model for the study FRP-strengthened RC joints is proposed. • The proposed model is based on the so-called scissor model. • A simplified constitutive law for the spring reproducing FRP is proposed. • A comparison between numerical and experimental results is carried out. [ABSTRACT FROM AUTHOR]