A semi-analytical model of cyclic behavior of reinforced concrete joints rehabilitated with FRP

This paper presents a semi-analytical model for damaged reinforced concrete (RC) beam-column joints that are restored with fiber reinforced polymers (FRP). Constituent materials are characterized by their stress-strain curves. Confinement to concrete offered by the FRP is discussed. Stress-strain be...

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Main Authors: Mukherjee, Abhijit, Jain, K.
Format: Journal Article
Published: Multi-Science Publishing Co. Ltd 2013
Online Access:http://hdl.handle.net/20.500.11937/49470
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author Mukherjee, Abhijit
Jain, K.
author_facet Mukherjee, Abhijit
Jain, K.
author_sort Mukherjee, Abhijit
building Curtin Institutional Repository
collection Online Access
description This paper presents a semi-analytical model for damaged reinforced concrete (RC) beam-column joints that are restored with fiber reinforced polymers (FRP). Constituent materials are characterized by their stress-strain curves. Confinement to concrete offered by the FRP is discussed. Stress-strain behavior of control and yielded steel bars and FRP laminate are presented. Material properties are utilized to develop the cross-sectional model in the form of moment-curvature (M-f) relationships. Effect of confinement and longitudinal FRP reinforcement on moment-curvature relationships is discussed. Cross sectional properties are extended to obtain the load-displacement relationships of the beam-column joints. A softening model is developed to incorporate the progressive damage of the joint. Variations of softening coefficient with displacement cycles, displacement history and confinement are reported. Models presented are validated using experimental results.
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format Journal Article
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T09:40:56Z
publishDate 2013
publisher Multi-Science Publishing Co. Ltd
recordtype eprints
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spelling curtin-20.500.11937-494702017-09-19T01:32:27Z A semi-analytical model of cyclic behavior of reinforced concrete joints rehabilitated with FRP Mukherjee, Abhijit Jain, K. This paper presents a semi-analytical model for damaged reinforced concrete (RC) beam-column joints that are restored with fiber reinforced polymers (FRP). Constituent materials are characterized by their stress-strain curves. Confinement to concrete offered by the FRP is discussed. Stress-strain behavior of control and yielded steel bars and FRP laminate are presented. Material properties are utilized to develop the cross-sectional model in the form of moment-curvature (M-f) relationships. Effect of confinement and longitudinal FRP reinforcement on moment-curvature relationships is discussed. Cross sectional properties are extended to obtain the load-displacement relationships of the beam-column joints. A softening model is developed to incorporate the progressive damage of the joint. Variations of softening coefficient with displacement cycles, displacement history and confinement are reported. Models presented are validated using experimental results. 2013 Journal Article http://hdl.handle.net/20.500.11937/49470 Multi-Science Publishing Co. Ltd restricted
spellingShingle Mukherjee, Abhijit
Jain, K.
A semi-analytical model of cyclic behavior of reinforced concrete joints rehabilitated with FRP
title A semi-analytical model of cyclic behavior of reinforced concrete joints rehabilitated with FRP
title_full A semi-analytical model of cyclic behavior of reinforced concrete joints rehabilitated with FRP
title_fullStr A semi-analytical model of cyclic behavior of reinforced concrete joints rehabilitated with FRP
title_full_unstemmed A semi-analytical model of cyclic behavior of reinforced concrete joints rehabilitated with FRP
title_short A semi-analytical model of cyclic behavior of reinforced concrete joints rehabilitated with FRP
title_sort semi-analytical model of cyclic behavior of reinforced concrete joints rehabilitated with frp
url http://hdl.handle.net/20.500.11937/49470