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Please use this identifier to cite or link to this item:

http://hdl.handle.net/20.500.12358/24503
TitleCompressive Stress-Strain Behavior of Composite Ordinary and Reactive Powder Concrete
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Abstract

Accepted in Revised Form: March 30, 2013) Abstract: The deterioration of reinforced concrete structures is a major social problem. To minimize this problem and ensure effective structural management, the number and extent of repair interventions must be kept at the lowest probable level. Good bond is one of the main requirements for successful repair. The main aim of this study was to investigate the compressive stress-strain behaviour of the composite specimens consist of ordinary concrete (OC) substrate as old concrete and reactive powder concrete (RPC) as a retrofitting material, by using different types of OC substrate surface preparation methods. The results showed that the composite OC/RPC specimens were able to behave closely to individual OC, in the case of using OC substrate with surface prepared by sand blasted.

Authors
Tayeh, Bassam A.
Abu Bakar, Badorul H
Johari, MA Megat
Tayeh, SM
TypeJournal Article
Date2012
Published inAwam International Conference on Civil Engineering (AICCE’12) and Geohazard Information Zonation (GIZ’12), 28th-30th August
SeriesVolume: 2012
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The institutional repository of the Islamic University of Gaza was established as part of the ROMOR project that has been co-funded with support from the European Commission under the ERASMUS + European programme. This publication reflects the views only of the author, and the Commission cannot be held responsible for any use which may be made of the information contained therein.

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The institutional repository of the Islamic University of Gaza was established as part of the ROMOR project that has been co-funded with support from the European Commission under the ERASMUS + European programme. This publication reflects the views only of the author, and the Commission cannot be held responsible for any use which may be made of the information contained therein.

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