Experimental Study of Aged and Seriously Damaged RC Beams Strengthened Using CFRP Composites
Autor: | Ning Zhuang, Honghan Dong, Da Chen, Yeming Ma |
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Jazyk: | angličtina |
Rok vydání: | 2018 |
Předmět: | |
Zdroj: | Advances in Materials Science and Engineering, Vol 2018 (2018) |
Druh dokumentu: | article |
ISSN: | 1687-8434 1687-8442 |
DOI: | 10.1155/2018/6260724 |
Popis: | This paper presents results from experiments on aged and seriously damaged reinforced concrete (RC) beams strengthened with different arrangements of external carbon fiber-reinforced polymer (CFRP) laminates and end anchorages. Seven RC beams from an old bridge, measuring 250 × 200 × 2300 mm, were tested. All specimens were loaded to yield load to evaluate initial mechanical properties. Then, these seriously damaged specimens were repaired using different CFRP-reinforcing schemes and reloaded to failure. The yield load growth due to CFRP reinforcement ranged from 5% to 36%. Different parameters including CFRP dimension and position, bonding length, and end anchorage were investigated and facilitated conclusions on beam ductility, load-midspan deflection response, and failure mode. This research contributes to knowledge about the CFRP repair of aged and seriously damaged beams to ensure better performance in overloaded conditions. |
Databáze: | Directory of Open Access Journals |
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