Effects of steel fibres and prestress levels on behaviour of newly proposed exterior dry joints using SFRC and CFRP bolts

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Effects of steel fibres and prestress levels on behaviour of newly proposed exterior dry joints using SFRC and CFRP bolts

This study proposes a new type of dry exterior beam-column joints for precast moment-resisting concrete frames. This dry joint type uses steel fibre reinforced concrete (SFRC) and carbon fibre reinforced polymer (CFRP) bolts to improve the joint capacities. In addition, an analytical model to predic...

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Bibliographic Details
Main Authors:	Ngo, Tang Tuan, Pham, Thong, Hao, Hong
Format:	Journal Article
Language:	English
Published:	ELSEVIER SCI LTD 2020
Subjects:	Science & Technology Technology Engineering, Civil Engineering Fibre Reinforced Polymer (FRP) bolts Steel fibres Ductile precast joint Prestress bolts Exterior dry joint Cyclic load Concrete-end-plates BEAM-COLUMN JOINTS POSTTENSIONED SEGMENTAL BEAMS REINFORCED-CONCRETE CONNECTIONS STRENGTH BRIDGE
Online Access:	http://purl.org/au-research/grants/arc/FL180100196 http://hdl.handle.net/20.500.11937/91613

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