Please use this identifier to cite or link to this item:
|Title:||Recent research on tubular joints with very thick-walled chords||Authors:||Choo, Y.S.
|Keywords:||Chord stress effects
Circular hollow section
|Issue Date:||2005||Citation:||Choo, Y.S.,Qian, X.D. (2005). Recent research on tubular joints with very thick-walled chords. Proceedings of the International Offshore and Polar Engineering Conference 2005 : 272-278. ScholarBank@NUS Repository.||Abstract:||The present paper summarizes results from recent research on thick-walled circular hollow section joints carried out in the National University of Singapore in close cooperation with the Delft University of Technology. The Netherlands. A new approach in strength definition proposed by the authors standardizes the procedure to define the strength for thick-walled joints, which exhibit ductile responses. The current paper highlights research findings on different thick-walled joint types, including X-, T- and K-joints subjected to brace axial loads or bending moments. The effect of chord stresses on the static strength of these joints shows different trends as compared to the chord stress functions in current design recommendations, which provide unconservative predictions for some of the joint types. Copyright © 2005 by The International Society of Offshore and Polar Engineers.||Source Title:||Proceedings of the International Offshore and Polar Engineering Conference||URI:||http://scholarbank.nus.edu.sg/handle/10635/74319||ISBN:||1880653648||ISSN:||10986189|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on May 17, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.