Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/10753
Title: Experimental study on the fatigue behaviour of welded tubular K-joints for bridges
Authors: Schumacher, Ann 
Nussbaumer, Alain 
Keywords: Welded tubular K-joint; Bridge; Hot-spot stress; Stress concentration factor; Fatigue behaviour; S–N curves; Size effect
Issue Date: 15-Nov-2005
Publisher: Elsevier Science
Citation: Engineering Structures. 28:5 (2006) 745–755
Abstract: Fatigue tests were carried out on welded circular hollow section K-joints typical to bridges. The tests specimens were large-scale (approximately 9 m long and 2 m high) trusses loaded in the plane of the truss. Measured member stresses showed that a significant proportion of the load in a truss member may be due to bending, underlining the importance of considering correctly this load case in the design of these structures. Measured hot-spot stresses in the joints were compared with hot-spot stresses calculated using the current design guidelines. It was found that the measured values are considerably lower than the calculated values, calling into question the applicability of the design guidelines to these types of (bridge) structures. The S–N fatigue results from the current study, on the other hand, showed that the fatigue resistance of the joints that were tested is lower than the corresponding S–N design curves. This means that when the considerably higher calculated hot-spot stress range is applied to the corresponding design curve, the predicted resistance is similar to the resistance predicted using the lower measured hot-spot stresses in combination with the lower measured S–N curve too. This has highlighted the importance of relating hot-spot stresses to the appropriate, corresponding S–N curves. Evidence from the fatigue tests has clearly demonstrated the effect of size on the fatigue strength of welded tubular joints. A comparison of fatigue S–N results from smaller and larger welded circular hollow section (CHS) joints has shown the same trend indicated in design specifications: a thicker failed member results in a lower fatigue strength. The size correction factor integrated into the S–N design curves of the specifications, however, does not seem to represent this significant effect justly. In light of the size effect results presented in this paper and the major influence of this effect on the design of welded CHS joints in general, it is recommended that a soundly based solution with targeted S–N curves and a representative size effect should be sought.
URI: https://hdl.handle.net/10316/10753
ISSN: 0141-0296
DOI: 10.1016/j.engstruct.2005.10.003
Rights: openAccess
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais

Files in This Item:
File Description SizeFormat
Experimental study on the fatigue behaviour.pdf1.89 MBAdobe PDFView/Open
Show full item record

SCOPUSTM   
Citations

73
checked on Mar 25, 2024

WEB OF SCIENCETM
Citations 1

62
checked on Mar 2, 2024

Page view(s)

204
checked on Mar 26, 2024

Download(s)

335
checked on Mar 26, 2024

Google ScholarTM

Check

Altmetric

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.