Issue 78

S. M. Khalil et alii, Fracture and Structural Integrity, 78 (2026) 346-366; DOI: 10.3221/IGF-ESIS.78.20

D ATA A VAILABILITY

T T

he datasets used and/or analyzed during the current study are available from the corresponding author upon reasonable request.

F UNDING

his research did not receive any specific grant from funding agencies in the public, commercial, or non-profit sectors.

R EFERENCES

[1] Ibrahim, A. M., Shaat, A. A., Matloub, A. A., Dessouki, A. K. (2012). Effect of cross-sectional configurations on the bending strength of hollow flange beams. in: Proceedings of the 14th Int. Symposium on Tubular Struct., pp. 697–703, DOI: http://dx.doi.org/10.1201/b13139-100 [2] Hassanein, M. F., Kharoob, O. F. (2013). Flexural strength of hollow tubular flange plate girders with slender stiffened webs under mid-span concentrated loads, Thin Walled Struct. 69, 2013: 18-28. DOI: http://dx.doi.org/10.1016/j.tws.2013.03.016 [3] Shaat, A. A., Matloub, A. A., Ibrahim, A. M., and Dessouki, A. K. (2022). Effect of web stiffeners on the lateral distortional buckling of channel section with hollow flanges. Ain Shams Engineering Journal, 13(1), 101517, DOI: https://doi.org/10.1016/j.asej.2021.06.003 [4] Matloub, A. A., Rizk, Y. S., Fawzy, M. M., Yousef, A. H. (2023). Innovative steel I-girder under bending having hollow tubular flanges. Ain Shams Engineering Journal, 14(6), 102146, DOI: https://doi.org/10.1016/j.asej.2023.102146 [5] Matloub, A. A., ,Hassan S. S., Hussein, I. S., Yousef, A. H. (2024). Flexural strength of steel plate girders with perforated web and tubular compression flange. ICE Proceedings Structures and Buildings, 177 (8), pp. 651–666, DOI: https://doi.org/10.1680/jstbu.23.00010 [6] Carden, L., Pekcan, G. and Itani, A. (2007). Flange and web limit states in beams subjected to patch loading. Journal of Constructional Steel Research. DOI: https://doi.org/10.1016/j.jcsr.2006.03.005 [7] Chacón, R., Mirambell, E. and Real, E. (2009). Influence of designer-assumed initial conditions on the numerical modelling of steel plate girders subjected to patch loading. Thin-Walled Structures. DOI: https://doi.org/10.1016/j.tws.2008.09.001 [8] Markovic, N. and Kovacevic, S. (2019). Influence of patch load length on plate girders. Part I: Experimental research. Journal of Constructional Steel Research. DOI: https://doi.org/10.1016/j.jcsr.2019.02.035 [9] Chen, Y., Chen, X. and Wang, C. (2016). Tests and behavior of hot-rolled channel steel sections subjected to web crippling. Journal of Constructional Steel Research. DOI: https://doi.org/10.1016/j.jcsr.2015.10.008 [10] Li, H. and Young, B. (2017). Cold-formed Ferritic Stainless Steel Tubular Structural Members Subjected to Concentrated Bearing Loads. Engineering Structures. DOI: https://doi.org/10.1016/j.engstruct.2017.05.022 [11] Almasri, A. and Akhtar, M. (2025). Strengthening of steel I-Section girder web with depth discontinuity against localized buckling. Fracture and Structural Integrity. 19(74), pp. 342-357, DOI: https://doi.org/10.3221/igf-esis.74.21. [12] Kövesdi, B., Mecséri, B. and Dunai, L. (2018). Imperfection analysis on the patch loading resistance of girders with open section longitudinal stiffeners. Thin-walled Structures. DOI: https://doi.org/10.1016/j.tws.2017.11.030 [13] Menkulasi, F. and Farzana, N. (2019). Web compression buckling capacity prediction for unstiffened I-sections with opposite patch loading. Journal of Constructional Steel Research. DOI: https://doi.org/10.1016/j.jcsr.2019.105728 [14] Chacón, R., Mirambell, E. and Real, E. (2019). Transversally and longitudinally stiffened steel plate girders subjected to patch loading. Thin-Walled Structures. DOI: https://doi.org/10.1016/j.tws.2019.02.009 [15] Loaiza, N., Graciano, C. and Casanova, E. (2018). Design recommendations for patch loading resistance of longitudinally stiffened I-girders. Engineering Structures. DOI: https://doi.org/10.1016/j.engstruct.2018.06.019 [16] Loaiza, N., Graciano, C. and Casanova, E. (2019). Web slenderness for longitudinally stiffened I-girders subjected to patch loading. Journal of Constructional Steel Research. DOI: https://doi.org/10.1016/j.jcsr.2019.105737

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