Bond stress-slip prediction under pullout and dowel action in reinforced concrete joints

Bond stress-slip prediction under pullout and dowel action in reinforced concrete joints

When analyzing reinforced concrete (RC) framed structures under monotonic loading—for example, progressive collapse and pushover analysis—besides flexural deformation, the so-called “fixed end” rotations induced by longitudinal bar slips at the beamcolumn ends connected to the joints can be signific...

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Bibliographic Details
Main Authors: Long, Xu, Tan, Kang Hai, Lee, Chi King
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2014
Subjects:
DRNTU::Engineering::Civil engineering::Geotechnical
Online Access:https://hdl.handle.net/10356/104764
http://hdl.handle.net/10220/20289
http://www.concrete.org/Publications/ACIMaterialsJournal/ACIJournalSearch.aspx?m=details&ID=51686816

Internet

https://hdl.handle.net/10356/104764
http://hdl.handle.net/10220/20289
http://www.concrete.org/Publications/ACIMaterialsJournal/ACIJournalSearch.aspx?m=details&ID=51686816

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