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Because of the rapid nature of the repair, damaged reinforcing bars were left untreated.
Without any treatment to damaged reinforcing bars, longitudinal and transverse CFRP sheets were externally bonded to the prepared surface to restore the column strength.
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Ultrasonic pulse velocity tests were carried out on un-damaged and heat damaged reinforced concrete columns and on the related un-damaged and heat damaged concrete cubes.
There is a lack of knowledge regarding the seismic response of fire damaged reinforced concrete (r.c).
Two damaged reinforced concrete pipes were buried and tested under surface loading before and after sliplining.
As a consequence, bridge engineers are reluctant to use composite materials in the strengthening of damaged reinforced concrete bridge decks.
In this study, theoretical modelling and acoustic emission (AE) studies are carried out on damaged reinforced concrete beams strengthened with ultra high performance concrete (UHPC).
The aim of this study was to carry out a set of full-scale loading tests on an earthquake damaged, reinforced concrete frame subsequently exposed to fire.
The paper discusses the aspects of repair and retrofitting technique adopted for a damaged reinforced concrete beam-column joint specimen under cyclic loading.
Structural strengthening with externally bonded reinforcement is now recognized as a cost-effective, structurally sound and practically efficient method for rehabilitating deteriorated and damaged reinforced concrete structures.
The paper proposes a methodology for damage identification from measured natural frequencies of a contiguously damaged reinforced concrete axial rod and beam, idealized with distributed damage model.
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