Advanced Numerical Modeling of Cracked Tubular Joints: BEM and FEM Comparison
Publication: Journal of Bridge Engineering
Volume 17, Issue 3
Abstract
A critical aspect in the design of tubular bridges is the fatigue performance of the structural joints. The estimation of a fatigue crack life using the linear elastic fracture mechanics (LEFM) theory involves the calculation of stress intensity factors (SIF) at a number of discrete crack depths. The most direct way is to carry out modeling by either the finite-element method (FEM) or the boundary-element method (BEM). For tubular joints commonly found in tubular bridges and off-shore structures, due to the complicated geometry resulting from the tube intersections and welding, the construction of the numerical model often becomes a complex process. This paper presents two different model construction techniques that have been developed independently at the Swiss Federal Institute of Technology (EPFL) and the Nanyang Technological University (NTU), Singapore, that are based in the BEM and the FEM, respectively. The SIF values obtained by these two methods are compared. It is found that as long as consistent geometric models are employed, compatible SIF values can be obtained by both approaches. The best and the most consistent values are obtained for the deepest point along the crack front and should be used for fatigue-life computations.
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Acknowledgments
The first author would like to acknowledge the funding assistance provided by the Swiss National Science Foundation (SNSF) for his Ph.D. study and the School of Civil and Environmental Engineering, NTU for his academic visit to NTU, Singapore, in February 2009.
References
AASHTO/American Welding Society (AWS). (2010). “Bridge welding code.” AASHTO/AWS D1.5M/D1.5, 6th Ed., Washington, DC.
ABAQUS. (2006). “User manual (version 6.5).” Hibbit, Karlsson and Sorensen Inc., Providence, RI.
Acevedo, C., and Nussbaumer, A. (2009). “Residual stress estimation of welded tubular -joints under fatigue loads.” Proc. 12th Int. Conf. on Fracture (CD ROM), Elboujdaini, M., ed., Ottawa, Canada.
American Welding Society (AWS). (2008). ANSI/AWS D1.1/D1.1M-2008 structural welding code-steel, Miami.
BEASY. (2003). Computational mechanics BEASY Ltd, Ashurst, Southhampton, UK.
Borges, L. C. (2008). “Size effects in the fatigue behaviour of tubular bridge joints.” Ph.D. thesis, No. 4142, Ecole Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland.
Cisilino, A. P., and Aliabadi, M. H. (2004). “Dual boundary element assessment of three-dimensional fatigue crack growth.” Eng. Anal. Boundary Elem.EABAEL, 28(9), 1157–1173.
Chiew, S. P., Lie, S. T., Lee, C. K., and Huang, Z. (2004). “Fatigue performance of cracked tubular joints under combined loads. I: Experimental.” J. Struct. Eng.JSENDH, 130(4), 562–571.
Comité International pour le Developpement et l’Etude de la Construction Tubulaire (CIDECT). (2001). “Design guide 8.” For CHS and RHS welded joints under fatigue loading, CIDECT, TÜV Verlag, Köln CIDECT.
Eekhout, M. (1991). “Tubular and glass structures.” Tubular structures: The 4th Int. Symp. Delft, Delft University Press, Delft, Netherlands, 148–173.
Hartmann, F. (1989). Introduction to boundary elements, Springer-Verlag, New York.
Lee, C. K., Lie, S. T., Chiew, S. P., and Yongbo, S. (2005). “Numerical models verification of cracked tubular , and -joints under combined loads.” Eng. Fract. Mech.EFMEAH, 72(7), 983–1009.
Lee, M. M. K., and Bowness, D. (2002). “Estimation of stress intensity factor solutions for weld toe cracks in offshore tubular joints.” Int. J. FatigueIJFADB, 24(8), 861–875.
Lee, M. M. K., and Wilmshurst, S. R. (1995). “Numerical modelling of CHS joints with multiplanar double- configuration.” J. Constr. Steel Res.JCSRDL, 32(3), 281–301.
Lie, S. T., Lee, C. K., Chiew, S. P., and Shao, Y. B. (2005a). “Mesh modelling and analysis of cracked uni-planar tubular -joints.” J. Constr. Steel Res.JCSRDL, 61(2), 235–264.
Lie, S. T., Lee, C. K., Chiew, S. P., and Shao, Y. (2005b). “Validation of surface crack stress intensity factors of a tubular -joint.” Int. J. Pressure Vessels PipingPRVPAS, 82(8), 610–617.
Lie, S. T., Lee, C. K., and Wong, S. M. (2001). “Modelling and mesh generation of weld profile in tubular -joint.” J. Constr. Steel Res.JCSRDL, 57(5), 547–567.
Lie, S. T., Lee, C. K., and Wong, S. M. (2003). “Model and mesh generation of cracked tubular -joints.” Eng. Fract. Mech.EFMEAH, 70(2), 161–184.
Nussbaumer, A., Borges, L. (2008). “Size effects in the fatigue behavior of welded tubular bridge joints.” Materialwiss. Werkstofftech.MATWER, 39(10), 740–748.
Mellings, S. S., Baynham, J., Adey, R. A., and Curtin, T. (2002). “Durability prediction using automatic crack growth simulation in stiffened panel structures.” 〈http://www.beasy.com/images/pdf/publications/papers/Damage_Mechanics_Oct02.pdf〉 (Mar. 2012).
Schumacher, A. (2003). “Fatigue behaviour of welded circular hollow section joints in bridges.” Ph.D. thesis, no. 2727, Swiss Federal Institute of Technology (EPFL), Lausanne, Switzerland.
Schumacher, A., and Nussbaumer, A. (2006). “Experimental study on the fatigue behavior of welded tubular -joints for bridges.” Eng. Struct.ENSTDF, 28(5), 745–755.
Shao, Y. (2005). “Fatigue behaviour of uniplanar CHS gap -joints under axial and in-plane bending loads.” Ph.D. thesis, Nanyang Technological Univ., School of Civil and Environmental Engineering, Singapore.
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© 2012. American Society of Civil Engineers.
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Received: Oct 25, 2010
Accepted: May 24, 2011
Published online: May 26, 2011
Published in print: May 1, 2012
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