Performance of Steel Bar Lap Splices at the Base of Seismic Resistant Reinforced Concrete Columns Retrofitted with FRPs—3D Finite Element Analysis

This paper examines analytically the design criteria for the composite retrofit of reinforced concrete (RC) columns with a short lap splice length of steel rebars inside the critical region. The advanced potential of pseudo-dynamic three-dimensional (3D) finite element (FE) modelling is utilized to...

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Bibliographic Details
Published in:Fibers
Main Authors: Evgenia Anagnostou, Theodoros Rousakis
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Subjects:
Online Access:https://www.mdpi.com/2079-6439/10/12/107