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Composite Structures
Volume 70, Issue 2, September 2005, Pages 185-199
 
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doi:10.1016/j.compstruct.2004.08.022    How to Cite or Link Using DOI (Opens New Window)
Copyright © 2004 Elsevier Ltd All rights reserved.

FRPC reinforced concrete beam-column joints under cyclic excitation

Abhijit MukherjeeCorresponding Author Contact Information, E-mail The Corresponding Author and Mangesh Joshi

Department of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400 076, India

Available online 29 September 2004.

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Abstract

An investigation on the performance of reinforced concrete beam-column joints under cyclic loading is reported. Joints have been cast with adequate and deficient bond of reinforcements at the beam-column joint. FRP sheets and strips have been applied on the joints in different configurations. The columns are subjected to an axial force while the beams are subjected to a cyclic load with controlled displacement. The amplitude of displacement is increased monotonically using a dynamic actuator. The hysteretic curves of the specimens have been plotted. The energy dissipation capacity of various FRP configurations has been compared. In addition, the control specimens have been reused after testing as damaged specimens that are candidates for rehabilitation. The rehabilitation has been carried out using FRP and their performance has been compared with that of the undamaged specimens.

Keywords: Structural upgradation; Fiber reinforced polymer composites; Concrete; Beam-column joints; Cyclic loading; Hysteretic curves; Energy absorption

Article Outline

1. Introduction
2. Experimental work
2.1. Specimen details
2.2. FRP reinforcements
2.3. Type A: L-reinforcement with GFRP/CFRP sheets
2.4. Type B: reinforcement with plates
2.5. Rehabilitated specimens
2.6. Test program
3. Results and discussion
3.1. Ductile specimens
3.2. Rehabbed specimens
3.3. Non-ductile specimens
4. Conclusions
Acknowledgements
References























Composite Structures
Volume 70, Issue 2, September 2005, Pages 185-199
 
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