Behavior of concrete slabs externally reinforced with CFRP laminates

完整後設資料紀錄

DC 欄位	值	語言
dc.contributor.author	Chen, CC	en_US
dc.contributor.author	Chen, SL	en_US
dc.date.accessioned	2014-12-08T15:26:55Z	-
dc.date.available	2014-12-08T15:26:55Z	-
dc.date.issued	2001	en_US
dc.identifier.isbn	1-894662-00-8	en_US
dc.identifier.uri	http://hdl.handle.net/11536/19161	-
dc.description.abstract	An experiment was conducted to investigate the behavior and punching shear strengths of the concrete slab-column connections externally reinforced with carbon fiber reinforced plastic (CFRP) laminates. Parameters studied and designed in twelve specimens included the concrete compressive strength and the number of layers of CFRP laminates. Square specimens were simply supported along four sides and the monotonically concentrated load was applied to the stub column during the test. Test results showed that the ultimate punching shear strength of the flat slab can be substantially increased by the application of the CFRP laminates.	en_US
dc.language.iso	en_US	en_US
dc.subject	CFRP	en_US
dc.subject	punching	en_US
dc.subject	concrete slab	en_US
dc.subject	retrofit	en_US
dc.title	Behavior of concrete slabs externally reinforced with CFRP laminates	en_US
dc.type	Proceedings Paper	en_US
dc.identifier.journal	2001 SECOND INTERNATIONAL CONFERENCE ON ENGINEERING MATERIALS, VOL II	en_US
dc.citation.spage	473	en_US
dc.citation.epage	480	en_US
dc.contributor.department	土木工程學系	zh_TW
dc.contributor.department	Department of Civil Engineering	en_US
dc.identifier.wosnumber	WOS:000185048400045	-
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