Abstract
The effectiveness of hybrid fibre-reinforced polymer (FRP) strengthening is evaluated for rapid repair of the pre-damaged plain concrete (PC) and reinforced concrete (RC) columns. The objective of this study is to understand the efficiency of hybrid technique for completely restoring the initial stiffness, load carrying capacity and ductility of pre-damaged columns under cyclic compression loads. Two series of PC and RC square columns were cast. The columns were pre-damaged by loading up to 80% of peak load capacity for three cycles under pure compression. After cyclic damage, the columns were strengthened with two techniques, namely (a) near-surface mounted (NSM) carbon FRP (CFRP) laminates and (b) hybrid FRP technique, which uses a combination of NSM and externally bonded (EB) CFRP fabric. Analytical modelling was carried out for predicting the behaviour of columns with initial cyclic pre-damage. Additionally, a phased three-dimensional nonlinear finite element (FE) analysis was performed to validate the behaviour of pre-damaged columns with different strengthening techniques. Test results show that cyclic pre-loading and resulting damage causes a reduction in axial stiffness of all damaged specimens. Hybrid strengthening completely restored the stiffness and strength under compression. Prediction of analytical and FE analysis correlated well with the tests.
Highlights
A vast number of the existing buildings in the earthquake-prone areas across the globe are in urgent need of repair and retrofitting
The compression behaviour of the hybrid fibre-reinforced polymer (FRP)-retrofitted pre-damaged columns was investigated in detail
Various factors that influence the effectiveness of hybrid FRP-retrofitted pre-damaged columns were analysed
Summary
A vast number of the existing buildings in the earthquake-prone areas across the globe are in urgent need of repair and retrofitting. The repair and retrofit interventions after the occurrence of seismic events are of vital importance to return to normalcy. It is worth mentioning that most of the existing structures in earthquake prone-areas do not meet the revised code recommendations and requires strengthening. Typical strengthening practices followed includes steel jacketing and concrete enlargement, which possess several disadvantages due to an increase in dead weight, high labour costs, need for specialised equipment and increased downtime while strengthening. Building columns are predominantly subjected to axial compression loading and the proposed repair/strengthening technique must be highly effective in improving the overall behaviour of columns
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