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

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

Internet

http://purl.org/au-research/grants/arc/FL180100196
http://hdl.handle.net/20.500.11937/91613

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