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Abstract
Paper presents experimental investigation made on two concrete beams reinforced with internal Carbon Fibre Reinforced Polymer (CFRP) lamellas (i.e. strips, bands). The reinforcement geometrical arrangement was similar as in normal concrete beams reinforced with steel bars and stirrups. The beams were destroyed by the shear forces, as intended. Obtained load-carrying capacities were lower as expected: below 40% of a calculated value. The reason of the untimely fracture was insufficient strength of connections between the vertical and longitudinal lamellas.
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- Accepted or Published Version
- License
- Copyright (Technische Universität Kaiserslautern 2014)
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- Category:
- Monographic publication
- Type:
- rozdział, artykuł w książce - dziele zbiorowym /podręczniku w języku o zasięgu międzynarodowym
- Title of issue:
- Current Scientific Challenges in Concrete and Steel Structures, Material Technology and Structural Fire Protection strony 69 - 78
- Publication year:
- 2014
- Bibliographic description:
- Korzeniowski P., Abramski M., Wesołowski M.: Experimental investigations on concrete beams reinforced with CFRP lamellas// Current Scientific Challenges in Concrete and Steel Structures, Material Technology and Structural Fire Protection/ ed. Breit W., Kohlmeyer Ch., Kurz W., Lorenz D., Pahn M., Schnell J., Thiele C. Kaiserslautern: Technische Universität Kaiserslautern, 2014, s.69-78
- Verified by:
- Gdańsk University of Technology
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