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Parametric equations for stress concentration factors in completely overlapped tubular K(N)-joints
- Source :
-
Journal of Constructional Steel Research . Dec2004, Vol. 60 Issue 12, p1761-1782. 22p. - Publication Year :
- 2004
-
Abstract
- This paper presents parametric equations to predict the stress concentration factors (SCF) of completely overlapped tubular K(N)-joints under lap brace axial compression. 192 finite element (FE) models of the joint have been created for the parametric study using a commercial FE package, MARC. In the analysis, both 8-node thick shell and 20-node solid elements are found suitable for modelling the joint. The comparison of strain concentration factors (SNCF) between the FE models and the tested specimen shows that the difference is less than 0.42. However, in view of the computational effort, the FE model with 8-node thick shell element is used for the parametric analysis. The study reveals that the effect of through brace to chord wall thickness ratio on SCF of the joint is most crucial. The maximum SCF occurs on the through brace saddle near the lap brace. The gap size on the through brace surface between the outer surfaces of the chord and the lap brace significantly affects the SCF. Based on the FE data, a set of parametric equations is derived to predict the SCF of the joint. The reliability of the equations has been verified against the requirement of the Fatigue Guidance Review Panel. [Copyright &y& Elsevier]
Details
- Language :
- English
- ISSN :
- 0143974X
- Volume :
- 60
- Issue :
- 12
- Database :
- Academic Search Index
- Journal :
- Journal of Constructional Steel Research
- Publication Type :
- Academic Journal
- Accession number :
- 14511325
- Full Text :
- https://doi.org/10.1016/j.jcsr.2004.05.003