Degree of Bending in Axially Loaded Tubular KT-Joints of Offshore Structures: Parametric Study and Formulation
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32799
Degree of Bending in Axially Loaded Tubular KT-Joints of Offshore Structures: Parametric Study and Formulation

Authors: Hamid Ahmadi, Shadi Asoodeh

Abstract:

The fatigue life of tubular joints commonly found in offshore industry is not only dependent on the value of hot-spot stress (HSS), but is also significantly influenced by the through-thethickness stress distribution characterized by the degree of bending (DoB). The determination of DoB values in a tubular joint is essential for improving the accuracy of fatigue life estimation using the stresslife (S–N) method and particularly for predicting the fatigue crack growth based on the fracture mechanics (FM) approach. In the present paper, data extracted from finite element (FE) analyses of tubular KT-joints, verified against experimental data and parametric equations, was used to investigate the effects of geometrical parameters on DoB values at the crown 0°, saddle, and crown 180° positions along the weld toe of central brace in tubular KT-joints subjected to axial loading. Parametric study was followed by a set of nonlinear regression analyses to derive DoB parametric formulas for the fatigue analysis of KT-joints under axial loads. The tubular KTjoint is a quite common joint type found in steel offshore structures. However, despite the crucial role of the DoB in evaluating the fatigue performance of tubular joints, this paper is the first attempt to study and formulate the DoB values in KT-joints.

Keywords: Tubular KT-joint, fatigue, degree of bending (DoB), axial loading, parametric formula.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1107007

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2502

References:


[1] M. P. M. Connolly, A fracture mechanics approach to the fatigue assessment of tubular welded Y and K-joints. PhD Thesis, University College London, UK; 1986.
[2] E. Chang, W. D. Dover, “Prediction of degree of bending in tubular X and DT joints,” International Journal of Fatigue, vol. 21, pp. 147–161, 1990.
[3] M. R. Morgan, M. M. K. Lee, “Prediction of stress concentrations and degrees of bending in axially loaded tubular K-joints,” Journal of Constructional Steel Research, vol. 45, pp. 67–97, 1998.
[4] UK Department of Energy (DoE), Background to new fatigue design guidance for steel joints and connections in offshore structures, London, UK; 1995.
[5] M. M. K. Lee, D. Bowness, “Estimation of stress intensity factor solutions for weld toe cracks in offshore tubular joints,” International Journal of Fatigue, vol. 24, pp. 861–875, 2002.
[6] W. Shen, Y. S. Choo, “Stress intensity factor for a tubular T-joint with grouted chord,” Engineering Structures, vol. 35, pp. 37–47, 2012.
[7] A. C. Wordsworth, G. P. Smedley, “Stress concentrations at unstiffened tubular joints,” Proceedings of the European Offshore Steels Research Seminar, Paper 31, Cambridge, UK; 1978.
[8] M. Efthymiou, “Development of SCF formulae and generalized influence functions for use in fatigue analysis,” OTJ 88, Surrey, UK; 1988.
[9] A. K. Hellier, M. Connolly, W. D. Dover, “Stress concentration factors for tubular Y and T-joints,” International Journal of Fatigue, vol. 12, pp. 13–23, 1990.
[10] M. R. Morgan, M. M. K. Lee, “Parametric equations for distributions of stress concentration factors in tubular K-joints under out-of-plane moment loading,” International Journal of Fatigue, vol. 20, pp. 449– 461, 1998.
[11] E. Chang, W. D. Dover, “Parametric equations to predict stress distributions along the intersection of tubular X and DT-joints,” International Journal of Fatigue, vol. 21, pp. 619–635, 1999.
[12] Y. B. Shao, “Geometrical effect on the stress distribution along weld toe for tubular T- and K-joints under axial loading,” Journal of Constructional Steel Research, vol. 63, pp. 1351–1360, 2007.
[13] Y. B. Shao, Z. F. Du, S. T. Lie, “Prediction of hot spot stress distribution for tubular K-joints under basic loadings,” Journal of Constructional Steel Research, vol. 65, pp. 2011–2026, 2009.
[14] M. A. Lotfollahi-Yaghin, H. Ahmadi, “Effect of geometrical parameters on SCF distribution along the weld toe of tubular KT-joints under balanced axial loads,” International Journal of Fatigue, vol. 32, pp. 703–719, 2010.
[15] H. Ahmadi, M. A. Lotfollahi-Yaghin, M. H. Aminfar, “Geometrical effect on SCF distribution in uni-planar tubular DKT-joints under axial loads,” Journal of Constructional Steel Research, vol. 67, pp. 1282– 1291 2011.
[16] M. A. Lotfollahi-Yaghin, H. Ahmadi, “Geometric stress distribution along the weld toe of the outer brace in two-planar tubular DKT-joints: parametric study and deriving the SCF design equations,” Marine Structures, vol. 24, pp. 239–260, 2011.
[17] H. Ahmadi, M. A. Lotfollahi-Yaghin, “Geometrically parametric study of central brace SCFs in offshore three-planar tubular KT-joints,” Journal of Constructional Steel Research, vol. 71, pp. 149–161, 2012.
[18] H. Ahmadi, M. A. Lotfollahi-Yaghin, Y. B. Shao, “Chord-side SCF distribution of central brace in internally ring-stiffened tubular KTjoints: A geometrically parametric study,” Thin-Walled Structures, vol. 70, pp. 93−105, 2013.
[19] D. Bowness, M. M. K. Lee, “Fatigue crack curvature under the weld toe in an offshore tubular joint,” International Journal of Fatigue, vol. 20, pp. 481–490, 1998.
[20] C. K. Lee, S. T. Lie, S. P. Chiew, Y. B. Shao, “Numerical models verification of cracked tubular T, Y and K-joints under combined loads,” Engineering Fracture Mechanics, vol. 72, pp. 983–1009, 2005.
[21] Y. B. Shao, S. T. Lie, “Parametric equation of stress intensity factor for tubular K-joint under balanced axial loads,” International Journal of Fatigue, vol. 27, pp. 666–679, 2005.
[22] Y. B. Shao, “Analysis of stress intensity factor (SIF) for cracked tubular K-joints subjected to balanced axial load,” Engineering Failure Analysis, vol. 13, pp. 44–64, 2006.
[23] American Welding Society (AWS), Structural welding code: AWS D 1.1. Miami (FL), US; 2002.
[24] S. T. Lie, C. K. Lee, S. M. Wong, “Modeling and mesh generation of weld profile in tubular Y-joint,” Journal of Constructional Steel Research, vol. 57, pp. 547–567, 2001.
[25] H. Ahmadi, M. A. Lotfollahi-Yaghin, Y. B. Shao, M. H. Aminfar, “Parametric study and formulation of outer-brace geometric stress concentration factors in internally ring-stiffened tubular KT-joints of offshore structures,” Applied Ocean Research, vol. 38, pp. 74–91, 2012.
[26] P. Smedley, P. Fisher, “Stress concentration factors for simple tubular joints,” Proceedings of the International Offshore and Polar Engineering Conference (ISOPE), Edinburgh; 1991. pp. 475–83.
[27] IIW-XV-E, Recommended fatigue design procedure for welded hollow section joints, IIW Docs, XV-1035-99/XIII-1804-99, International Institute of Welding, France; 1999.
[28] UK Health and Safety Executive, OTH 354: Stress concentration factors for simple tubular joints- assessment of existing and development of new parametric formulae, Prepared by Lloyd’s Register of Shipping, UK, 1997.