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The paper describes mechanical properties, self-healing capacity and bonding behaviour of a sustainable bio-based mortar repair system for concrete.
Prefabricated fibre-reinforced polymer (FRP) composite jacket is now becoming an effective repair system for deteriorating piles and columns exposed to marine environment.
This paper presents a study to determine the effectiveness of Carbon Fiber Reinforced Polymer (CFRP) sheets as a flexural repair system for Reinforced Concrete (RC) beams.
This paper presents the development of a new type of FRP jacket with an innovative, easy-fit and self-locking mechanical joining system and the evaluation of the suitability of this composite repair system for pile rehabilitation and concrete formwork.
Figures 6 and 7 show degree of restraint and stress releases due to composite action in the repair system for cases of beam having total thickness (included thickness of repair material) of 300 mm.
TrcF has been well studied in E. coli and is known to be involved in the transcription coupled repair system for DNA which operates in tandem with transcription [57].
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The present paper is concerned with the analysis of glass fibre reinforced polyurethane repair systems for metallic pipelines with localised corrosion damage that impair the serviceability.
The first one covers liquid biobased repair systems for durable repair of cracked and porous concrete surfaces, and the second one addresses biobased mortar systems for repair of larger defects of concrete structures.
All organisms possess repair systems for removing damaged/oxidized molecules.
Both homologous recombination and non-homologous end joining are the main repair systems for handling DNA double-strand breaks [ 27].
In contrast to other DNA repair systems (for example, HR and BER), a functional MMR pathway actually enhances the cytotoxicity of a variety of chemotherapeutic agents.
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