Effect of welding on lateral-torsional buckling resistance of i-shaped built-up steel
Joint Authors
Yunus, Raja M.
Abu Farsakh, Ghazi
Hunayti, Yasir M.
Source
Jordan Journal of Civil Engineering
Issue
Vol. 3, Issue 4 (31 Dec. 2009), pp.295-313, 19 p.
Publisher
Jordan University of Science and Technology Deanship of Research
Publication Date
2009-12-31
Country of Publication
Jordan
No. of Pages
19
Main Subjects
Topics
Abstract EN
An experimental investigation was made of the inelastic lateral-torsional buckling of built-up steel I-beams.
All beams were carefully fabricated with controlled levels of initial crookedness.
Nineteen beams were tested in five groups under same loading conditions with two points load applied at the top flange.
The results confirmed that built-up beams of intermediate slenderness with fillet welds on one side of the web are sometimes stronger than their counterpart beams with fillet welds on both sides of the web.
It was found that design loads predicted by the Australian Standard provided good lower bounds estimates to failure loads of the tested beams.
American Psychological Association (APA)
Yunus, Raja M.& Abu Farsakh, Ghazi& Hunayti, Yasir M.. 2009. Effect of welding on lateral-torsional buckling resistance of i-shaped built-up steel. Jordan Journal of Civil Engineering،Vol. 3, no. 4, pp.295-313.
https://search.emarefa.net/detail/BIM-284737
Modern Language Association (MLA)
Yunus, Raja M.…[et al.]. Effect of welding on lateral-torsional buckling resistance of i-shaped built-up steel. Jordan Journal of Civil Engineering Vol. 3, no. 4 (2009), pp.295-313.
https://search.emarefa.net/detail/BIM-284737
American Medical Association (AMA)
Yunus, Raja M.& Abu Farsakh, Ghazi& Hunayti, Yasir M.. Effect of welding on lateral-torsional buckling resistance of i-shaped built-up steel. Jordan Journal of Civil Engineering. 2009. Vol. 3, no. 4, pp.295-313.
https://search.emarefa.net/detail/BIM-284737
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 313
Record ID
BIM-284737