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A general formulation for strength design of axially loaded planar and multi-planar tubular joints

A general formulation for strength design of axially loaded planar and multi-planar tubular joints
A general formulation for strength design of axially loaded planar and multi-planar tubular joints
A database of newly generated numerical strengths of planar and multi-planar joints was used to assess the current offshore design code methodologies and to derive a new design equation, based on the AWS ovalisation parameter concept. Within defined geometric limits, the proposed equation has been found to be generally applicable to any axially loaded joint configuration, provided that the braces do not overlap. It negates the need for potentially subjective brace classification to be carried out and accounts fully for planar and multi-planar effects. The proposed equation is fully validated against the planar and multi-planar data in the screened database complied by MSL Engineering, and has been shown to have similar accuracy as the existing design equations advocated by ISO, yet have significantly wider validity.
0892-7219
158-166
Lee, Marcus M. K.
761bf1f1-cfee-4a9d-826e-2d6f4f31c8de
Dexter, Ellen M.
906d2daf-6ba7-4ef9-b7d2-b9336ede925d
Lee, Marcus M. K.
761bf1f1-cfee-4a9d-826e-2d6f4f31c8de
Dexter, Ellen M.
906d2daf-6ba7-4ef9-b7d2-b9336ede925d

Lee, Marcus M. K. and Dexter, Ellen M. (2005) A general formulation for strength design of axially loaded planar and multi-planar tubular joints. Journal of Offshore Mechanics and Arctic Engineering, 127 (2), 158-166. (doi:10.1115/1.1894410).

Record type: Article

Abstract

A database of newly generated numerical strengths of planar and multi-planar joints was used to assess the current offshore design code methodologies and to derive a new design equation, based on the AWS ovalisation parameter concept. Within defined geometric limits, the proposed equation has been found to be generally applicable to any axially loaded joint configuration, provided that the braces do not overlap. It negates the need for potentially subjective brace classification to be carried out and accounts fully for planar and multi-planar effects. The proposed equation is fully validated against the planar and multi-planar data in the screened database complied by MSL Engineering, and has been shown to have similar accuracy as the existing design equations advocated by ISO, yet have significantly wider validity.

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Published date: 2005

Identifiers

Local EPrints ID: 39416
URI: http://eprints.soton.ac.uk/id/eprint/39416
ISSN: 0892-7219
PURE UUID: bb31dce3-ef05-4111-906d-767c00aac4ce

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Date deposited: 28 Jun 2006
Last modified: 15 Mar 2024 08:13

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Contributors

Author: Marcus M. K. Lee
Author: Ellen M. Dexter

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