Experimental and numerical analysis of end anchored steel plate and CFRP laminate flexurally strengthened r. c. beams
End anchors have been shown to significantly reduce premature plate end debonding failure of plate bonded strengthened reinforced concrete (r. c.) beams. One of the main interest in designing end anchors is to determine the minimum or optimal length of end anchors for a given thickness and height of...
| Autori principali: | , |
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| Natura: | Articolo |
| Lingua: | English |
| Pubblicazione: |
Academic Journals
2010
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| Accesso online: | http://eprints.um.edu.my/6009/1/Experimental_and_numerical_analysis_of_end_anchored_steel_plate_and_CFRP_laminate_flexurally_strengthened_reinforced_concrete_%28rc%29_beams.pdf |