Ductility of timber beams strengthened using fiber reinforced polymer
This research was conducted to investigate the ductility behavior of timber beams strengthened with CFRP (carbon fiber reinforced polymer) plates. The surface to be bonded was spiked by punching small holes of 2 mm in diameter with 10 mm spacing. The aim is to increase bonding capacity by having sma...
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| Format: | Article |
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David Publishing
2013
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| Online Access: | http://eprints.utm.my/id/eprint/40348/ |
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