Bearing Capacity of Common and Damaged CFRP-Strengthened R. C. Beams Subject to High-Level Low-Cycle Loading

• Published in: Materials science forum Vol. 968; pp. 185 - 199
• Main Authors: Karpiuk, Vasyl M., Syomina, Yulia A., Antonova, Diana V.
• Format: Journal Article
• Language: English
• Published: Pfaffikon Trans Tech Publications Ltd 23.08.2019
• Subjects: Airports; Beams (structural); Bearing capacity; Carbon fiber reinforced plastics; Design standards; Mathematical analysis; Reinforced concrete; Reinforcement; Repeated loading; Diagonal Cracks; Deformations; Reinforced Concrete Beam; Reinforcement; Transverse Loading; Carbon Fibre-Reinforced Polymer Sheet (CFRP); Concrete; Strength; Normal Cracks
• ISSN: 0255-5476; 1662-9752; 1662-9752
• DOI: 10.4028/www.scientific.net/MSF.968.185

In the course of operation or armed hostilities the span r.c. structures are subject to substantial damage and considerable reduction of their bearing capacity, especially under low-cycle repeated loading. In this connection it becomes necessary to renew their operation capacity and/or improve their bearing capacity. However, the current design standards contain no recommendations as to determination of the residual bearing capacity of such structures and calculation of their reinforcement. There are methods of the operation capacity renewal and reinforcement of the structures by increasing their sections adding metal or reinforced concrete elements. Still, the calculation methods of such reinforcement are also imperfect. It is proposed to renew operation capacity of such structures by strengthening their tensioned parts with CFRP; the performed experimental research will provide the basis for calculating bearing capacity of said structures with the aid of the deformation method improved by the authors.