Numerical analysis on dynamic stress and vibration for tubular joints of welded steel pipes under axial loads
Author:
Publisher
JVE International Ltd.
Subject
Mechanical Engineering,General Materials Science
Link
http://www.jvejournals.com/Vibro/fulltextpdf/JVE-18265.pdf
Reference24 articles.
1. Lesani M., Bahaari M. R., Shokrieh M. M. FRP wrapping for the rehabilitation of Circular Hollow Section (CHS) tubular steel connections. Thin-Walled Structures, Vol. 90, 2015, p. 216-234.
2. Xu F., Chen J., Jin W. Punching shear failure of concrete-filled steel tubular CHS connections. Journal of Constructional Steel Research, Vol. 124, 2016, p. 113-121.
3. Sabbagh A. B., Chan T. M., Mottram J. T. Detailing of I-beam-to-CHS column joints with external diaphragm plates for seismic actions. Journal of Constructional Steel Research, Vol. 88, 2013, p. 21-33.
4. Wang K., Tong L. W., Zhu J., et al. Fatigue behavior of welded T-joints with a CHS brace and CFCHS chord under axial loading in the brace. Journal of Bridge Engineering, Vol. 18, Issue 2, 2011, p. 142-152.
5. Lipp A., Ummenhofer T. Influence of tensile chord stresses on the strength of circular hollow section joints. Steel Construction, Vol. 7, Issue 2, 2014, p. 126-132.
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