Unified AI-Based Predictive Models for the Ultimate Capacity of Multi-Planar Gapped KK Steel Pipe Joints
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Doi: 10.28991/CEJ-SP2024-010-07
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References
Makino, Y., Kurobane, Y., & Ochi, K. (1984). Ultimate Capacity of Tubular Double K-Joints. Proc. 2nd Int. Inst. of Welding Con, 451–458. doi:10.1016/b978-0-08-031156-2.50037-3.
Mouty, J., & Rondal, J. (1993). Study of the behavior under static load of welded assemblies of circular hollow sections in beams of triangular and quadrangular sections. EUR(Luxembourg). (In French).
Makino, Y., Kurobane, Y., & Paul, J. C. (1993). Ultimate Behavior of Diaphragm-Stiffened Tubular Kk-Joints. CRC Press, Boca Raton, United States.
Paul, J. C. (1992). The ultimate behavior of multi-planar TT- and KK-joints made of circular hollow sections. PhD thesis, Kumanmoto University, Kumanmoto, Japan.
Lee, M. M. K., & Wilmshurst, S. R. (1996). Parametric Study of Strength of Tubular Multiplanar KK-Joints. Journal of Structural Engineering, 122(8), 893–904. doi:10.1061/(asce)0733-9445(1996)122:8(893).
Lee, M. M. K., & Wilmshurst, S. R. (2022). Strength of multiplanar tubular KK-joints under anti-symmetrical axial loading. Tubular Structures VII, 149–156, Routledge, Milton Park, United Kingdom. doi:10.1201/9780203735008-24.
Li, F., Deng, H. Z., Cai, Q., Dong, J. Y., & Fu, P. C. (2018). Experiment and design investigation of a multi-planar joint in a transmission tower. Journal of Constructional Steel Research, 149, 78–94. doi:10.1016/j.jcsr.2018.07.008.
Li, T., & Lie, S. (2019). Strength Reduction Factors for Cracked Multi-planar Tubular DT-joints. KSCE Journal of Civil Engineering, 23(1), 307–320. doi:10.1007/s12205-018-0547-z.
Jiao, J., Ma, X., Lei, H., & Chen, Y. F. (2018). Experimental and Numerical Study on Complex Multi-planar Welded Tubular Joints in Umbrella-Type Space Trusses with Long Overhangs. International Journal of Steel Structures, 18(5), 1525–1540. doi:10.1007/s13296-018-0064-4.
Zhao, B., Liu, C., Wu, H., Ge, Y., Yang, J., & Yi, Q. (2019). Study on out-of-plane flexural stiffness of unstiffened multi-planar CHS X-joints. Engineering Structures, 188, 137–146. doi:10.1016/j.engstruct.2019.03.023.
Zavvar, E., Hectors, K., & De Waele, W. (2021). Stress concentration factors of multi-planar tubular KT-joints subjected to in-plane bending moments. Marine Structures, 78, 103000. doi:10.1016/j.marstruc.2021.103000.
Jiang, Y., Yuan, K., & Cui, H. (2018). Prediction of stress concentration factor distribution for multi-planar tubular DT-joints under axial loads. Marine Structures, 61, 434–451. doi:10.1016/j.marstruc.2018.06.017.
Liu, C., Zhao, B., Yang, J., Yi, Q., Yao, Z., & Wu, J. (2020). Effects of brace-to-chord angle on capacity of multi-planar CHS X-joints under out-of-plane bending moments. Engineering Structures, 211, 110434. doi:10.1016/j.engstruct.2020.110434.
Kadry, A. A., Ebid, A. M., Mokhtar, A. salaam A., El-Ganzoury, E. N., & Haggag, S. Y. A. (2022). Parametric study of Unstiffened multi-planar tubular KK-Joints. Results in Engineering, 14. doi:10.1016/j.rineng.2022.100400.
Kadry, A. A., Ebid, A. M., El-Ganzoury, E. N., Aboul Haggag, SaidY., & A. Mokhtar, A. (2023). Capacity of unstiffened multi-planar tubular KK-gap joints under anti-symmetric loading. Results in Engineering, 18, 101092. doi:10.1016/j.rineng.2023.101092.
Wardenier, J., Kurobane, Y., Packer, J. A., Van der Vegte, G. J., & Zhao, X. L. (2008). Design guide for circular hollow section (CHS) joints under predominantly static loading. Steel & Composite Structures, Construction with hollow steel sections, Geneva, Switzerland.
EN 1993-1-8. (2005). Eurocode 3: Design of steel structures – Part 1-8: Design of joints. European Committee for Standardization, Brussels, Belgium.
NBR 16239. (2013). Design of steel and composite structures for buildings using hollow sections. Associação Brasileira de Normas Técnicas (ABNT), São Paulo, Brazil.
Wardenier, J., Packer, J. A., Zhao, X. L., & Van der Vegte, G. J. (2002). Hollow sections in structural applications. Rotterdam. Bouwen met staal, Zoetermeer, Netherlands.
IIW XV-1402-12. (2012). Static design procedure for welded hollow section joints – Recommendations. International Institute of Welding, Paris, France.
ISO 14346:2013. (2013). Static Design Procedure for Welded Hollow-Section Joints - Recommendations. International Standards Organization (ISO), Geneva, Switzerland.
DOI: 10.28991/CEJ-SP2024-010-07
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Copyright (c) 2024 Ahmed Kadry, ahmed Ebid, Eslam El-Ganzoury, Abdel salaam A. Mokhtar, Said Y. Aboul Haggag
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