(in Polish)
R. Krzywoń
Sz. Dawczyński
M. Górski
Volume 529: Issue 9
Pages 122-123
Accepted for publication: 08.07.2016 r.
The paper presents a comparative study of the two beams under long-termstatic loading. Both beamswere externally strengthened along the bottom surface, one by adhering the SRP tape (Steel Reinforced Polymer), the second CFRP strip (Carbon Fibre Reinforced Polymer). Received deflection of a SRP tape were slightly larger, as a result of smaller effective cross-sectional area of the strengthening. In both cases, the results demonstrate high efficiency gains in reducing deflections, when strengthening is applied to the element with a small initial deflection.
Keywords: strengthening of structures, sustained load, CFRP and SRP composites.
Keywords: strengthening of structures, sustained load, CFRP and SRP composites.
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- dr inż. Rafał Krzywoń Politechnika Śląska,Wydział Budownictwa
- dr inż. Szymon Dawczyński Politechnika Śląska,Wydział Budownictwa
- dr inż. Marcin Górski Politechnika Śląska,Wydział Budownictwa
dr inż. Rafał Krzywoń
Full paper is available at Publisher house SIGMA-NOT Sp. z o.o. webpage