Unified AI-Based Predictive Models for the Ultimate Capacity of Multi-Planar Gapped KK Steel Pipe Joints
Vol. 10 (2024): Special Issue "Sustainable Infrastructure and Structural Engineering: Innovations in Construction and Design"
Special Issue "Sustainable Infrastructure and Structural Engineering: Innovations in Construction and Design"
Downloads
Doi: 10.28991/CEJ-SP2024-010-07
Full Text: PDF
[1] 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.
[2] 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).
[3] Makino, Y., Kurobane, Y., & Paul, J. C. (1993). Ultimate Behavior of Diaphragm-Stiffened Tubular Kk-Joints. CRC Press, Boca Raton, United States.
[4] 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.
[5] 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).
[6] 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.
[7] 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.
[8] 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.
[9] 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.
[10] 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.
[11] 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.
[12] 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.
[13] 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.
[14] 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.
[15] 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.
[16] 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.
[17] EN 1993-1-8. (2005). Eurocode 3: Design of steel structures – Part 1-8: Design of joints. European Committee for Standardization, Brussels, Belgium.
[18] NBR 16239. (2013). Design of steel and composite structures for buildings using hollow sections. Associaçí£o Brasileira de Normas Técnicas (ABNT), Sí£o Paulo, Brazil.
[19] 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.
[20] IIW XV-1402-12. (2012). Static design procedure for welded hollow section joints – Recommendations. International Institute of Welding, Paris, France.
[21] ISO 14346:2013. (2013). Static Design Procedure for Welded Hollow-Section Joints - Recommendations. International Standards Organization (ISO), Geneva, Switzerland.
[2] 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).
[3] Makino, Y., Kurobane, Y., & Paul, J. C. (1993). Ultimate Behavior of Diaphragm-Stiffened Tubular Kk-Joints. CRC Press, Boca Raton, United States.
[4] 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.
[5] 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).
[6] 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.
[7] 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.
[8] 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.
[9] 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.
[10] 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.
[11] 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.
[12] 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.
[13] 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.
[14] 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.
[15] 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.
[16] 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.
[17] EN 1993-1-8. (2005). Eurocode 3: Design of steel structures – Part 1-8: Design of joints. European Committee for Standardization, Brussels, Belgium.
[18] NBR 16239. (2013). Design of steel and composite structures for buildings using hollow sections. Associaçí£o Brasileira de Normas Técnicas (ABNT), Sí£o Paulo, Brazil.
[19] 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.
[20] IIW XV-1402-12. (2012). Static design procedure for welded hollow section joints – Recommendations. International Institute of Welding, Paris, France.
[21] ISO 14346:2013. (2013). Static Design Procedure for Welded Hollow-Section Joints - Recommendations. International Standards Organization (ISO), Geneva, Switzerland.
- authors retain all copyrights - authors will not be forced to sign any copyright transfer agreements
- permission of re-useThis work (including HTML and PDF Files) is licensed under a Creative Commons Attribution 4.0 International License.
