Somlai, Bálint and Sólyom, Sándor (2023) Experiments on increased loadbearing capacity of confined FRP reinforced beams. Concrete Structures, 24. pp. 124-128. ISSN 1586-0361
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Abstract
Fibre Reinforced Polymers (FRP) have been in use in aerospace engineering since the 1940s in military aircraft. Later as manufacturing technology developed it became available to other sectors. The use of FRPs in concrete construction can offers a variety of advantages over steel reinforcement. For the technology to be employable on a wider scale related research needs to address certain disadvantages and other properties of FRP rebars. One area that needs further discussion is the brittle failure of FRP reinforced concrete elements. There are several methods proposed aiming to modify the behaviour of elements in bending, among them is the utilization of concrete crushing failure and confinement to achieve a more ductile failure.
| Item Type: | Article |
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| Subjects: | T Technology / alkalmazott, műszaki tudományok > T2 Technology (General) / műszaki tudományok általában T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok T Technology / alkalmazott, műszaki tudományok > TH Building construction / mély-és magasépítés |
| Depositing User: | Dr. Kálmán Koris |
| Date Deposited: | 04 Jan 2024 14:04 |
| Last Modified: | 04 Jan 2024 14:04 |
| URI: | http://real.mtak.hu/id/eprint/183723 |
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