Design Equation for Completely Overlapped Tubular Joint (COJ) Under Axial Loading
Author:
Funder
Faculty of Engineering, Prince of Songkla University
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13369-024-08795-z.pdf
Reference29 articles.
1. Ahmadi, H.; Khavaninzadeh, M.H.: SCF distribution along the weld toe in tubular X-joints reinforced with doubler plates subjected to axial loading: Study of geometrical effects and design formulation. J. Civ. Eng. (2021). https://doi.org/10.22034/JCEE.2021.48015.2073
2. Ahmadi, H.; Lotfollahi-Yaghin, M.A.; Yong-Bo, S.; Aminfar, M.H.: Parametric study and formulation of outer-brace geometric stress concentration factors in internally ring-stiffened tubular KT-Joints of offshore structures. App. Ocea. Res. 38, 74–91 (2012)
3. Ahmadi, H.; Lotfollahi-Yaghin, M.A.; Asoodeh, S.: Degree of bending (DoB) in tubular k-joints of offshore structures subjected to in-plane bending (IPB) loads: study of geometrical effects and parametric formulation. J. Ocea. Eng. 102(7), 105–116 (2015). https://doi.org/10.1016/j.oceaneng.2015.04.050
4. Ahmadi, H.; Lotfollahi-Yaghin, M.A.; Aminfar, M.H.: Geometrical effect on SCF distribution in uni-planar tubular DKT-joints under axial loads. J. Cons. Ste. Res. 67(8), 1282–1291 (2011). https://doi.org/10.1016/j.jcsr.2011.03.011
5. Gho, W.M.; Yang, Y.: Parametric equation for static strength of tubular circular hollow section joints with complete overlap of braces. J. Str. Eng. 134(3), 393–401 (2008). https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(393)
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