TECHNICAL NOTES
Feb 1, 1993

Hot Spot Stresses of Tubular Joints Subjected to Combined Loadings

Publication: Journal of Structural Engineering
Volume 119, Issue 2

Abstract

An approach has been proposed to verify, and modify if necessary, the conventional method for determining the peak hot spot stresses of various configurations of tubular joints subjected to combined loadings. To illustrate the proposed approaches, three different sizes of TK square‐to‐round tubular joints were subjected to five basic load types (two axial loadings, two in‐plane bendings, and one out‐of‐plane bending) and six combinations of the basic load types. The accuracy of the peak hot spot stresses estimated by the conventional method for combined loadings were found to be closely related to the types of loading condition involved. This relation is due to the possible change in peak stress locations when various basic load types are combined. The peak hot spot stresses of some combined loadings are significantly overestimated by the conventional method and can be reduced to provide accurate data for fatigue analysis.

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References

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“Design of tubular joints for offshore structures.” (1985). Publication UR33, Underwater Engineering Group (UEG), London, England.
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Soh, A. K., and Soh, C. K. (1991). “SCF equations for DT/X square‐to‐round tubular joints.” J. Constr. Steel Res., 19(2), 81–95.
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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 2February 1993
Pages: 654 - 661

History

Received: Jun 25, 1992
Published online: Feb 1, 1993
Published in print: Feb 1993

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Ai‐Kah Soh
Assoc. Prof., Nanyang Tech. Univ., Nanyang Ave., Singapore 2263, Republic of Singapore
Chee‐Kiong Soh
Sr. Lect., Nanyang Tech. Univ., Nanyang Ave., Singapore 2263, Republic of Singapore

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