Back to Search Start Over

SIZE EFFECT OF WELDED THIN-WALLED TUBULAR JOINTS.

Authors :
MASHIRI, FIDELIS RUTENDO
ZHAO, XIAO-LING
HIRT, MANFRED A.
NUSSBAUMER, ALAIN
Source :
International Journal of Structural Stability & Dynamics. Mar2007, Vol. 7 Issue 1, p101-127. 27p. 1 Diagram, 1 Chart, 1 Graph.
Publication Year :
2007

Abstract

This paper clarifies the terminologies used to describe the size effect on fatigue behavior of welded joints. It summarizes the existing research on size effect in the perspective of newly defined terminologies. It identifies knowledge gaps in designing tubular joints using the hot spot stress method, i.e. thin-walled tubular joints with wall thickness less than 4 mm and thick-walled tubular joints with wall thickness larger than 50 mm, or diameter to thickness ratio less than 24. It is the thin-walled tubular joints that are addressed in this paper. It is found that thin-walled tube-plate T-joints do not follow the conventional trend: the thinner the section is, the higher the fatigue life. It is also found that simple extrapolation of existing fatigue design curves may result in unsafe design of thin-walled tubeā€“tube T-joints. The effect of chord stiffness on fatigue behavior of thin-walled tubular T-joints is also discussed. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
02194554
Volume :
7
Issue :
1
Database :
Academic Search Index
Journal :
International Journal of Structural Stability & Dynamics
Publication Type :
Academic Journal
Accession number :
24363246
Full Text :
https://doi.org/10.1142/S0219455407002228