Experimental and numerical analysis of end anchored steel plate and CFRP laminate flexurally strengthened reinforced concrete (rc) 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...
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| Format: | Article |
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Int. J. Phys. Sci
2010
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| Online Access: | https://www.academicjournals.org/ijps/pdf/pdf2010/Feb/Jumaat%20and%20Alam.pdf https://www.academicjournals.org/ijps/pdf/pdf2010/Feb/Jumaat%20and%20Alam.pdf http://eprints.um.edu.my/6009/1/Experimental_and_numerical_analysis_of_end_anchored_steel_plate_and_CFRP_laminate_flexurally_strengthened_reinforced_concrete_(rc)_beams.pdf |
Internet
https://www.academicjournals.org/ijps/pdf/pdf2010/Feb/Jumaat%20and%20Alam.pdfhttps://www.academicjournals.org/ijps/pdf/pdf2010/Feb/Jumaat%20and%20Alam.pdf
http://eprints.um.edu.my/6009/1/Experimental_and_numerical_analysis_of_end_anchored_steel_plate_and_CFRP_laminate_flexurally_strengthened_reinforced_concrete_(rc)_beams.pdf