UCL Discovery Stage
UCL home » Library Services » Electronic resources » UCL Discovery Stage

Full-scale cyclic testing of realistic reinforced-concrete beam-column joints

Melo, J; Pohoryles, DA; Rossetto, T; Varum, H; (2021) Full-scale cyclic testing of realistic reinforced-concrete beam-column joints. MethodsX , 8 , Article 101409. 10.1016/j.mex.2021.101409. Green open access

[thumbnail of Rossetto_Full-scale cyclic testing of realistic reinforced-concrete beam-column joints_VoR.pdf]
Preview
Text
Rossetto_Full-scale cyclic testing of realistic reinforced-concrete beam-column joints_VoR.pdf - Published Version

Download (3MB) | Preview

Abstract

The seismic performance of reinforced concrete (RC) structures are highly influence by the cyclic performance of the beam-column joints. The experimental seismic assessment of RC beam-column joints has been made essentially by cyclic tests performed on set-ups that do not totally simulate the real seismic loading and constrains conditions. A complex monitoring scheme is used to record the applied loads, reactions, joint distortion, strains on the reinforcement, lateral and axial displacements on the entire specimen, rotations and surface strains by using digital image correlation (DIC). The use of DIC is particularly important to record the strains on CFRP used to wrap the columns and beams. Based on the data recorded during the tests, it is possible compute moments; rotations and curvatures of the columns and beams; joint shear; dissipated energy by beams, columns and joint; yield displacement; ductility; peak-to-peak stiffness degradation; post-peak softening; and inter-cycle strength degradation. The innovative experimental set-up herein presented has the following advantages compared with others: • Lateral loading applied on the top of the superior column and not on the beams • Real scale specimens and the possibility of have transversal beams and slab • Dead loads on the beams and columns with two different axial loads

Type: Article
Title: Full-scale cyclic testing of realistic reinforced-concrete beam-column joints
Open access status: An open access version is available from UCL Discovery
DOI: 10.1016/j.mex.2021.101409
Publisher version: https://doi.org/10.1016/j.mex.2021.101409
Language: English
Additional information: © 2021 Published by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/)
UCL classification: UCL
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng
URI: https://discovery-pp.ucl.ac.uk/id/eprint/10130018
Downloads since deposit
4,644Downloads
Download activity - last month
Download activity - last 12 months
Downloads by country - last 12 months

Archive Staff Only

View Item View Item