سلوك الانحناء لعتب حديد مشكل على البارد ذات شفة مستطيلة مجوفة

Sifan M, et al. Flexural Behavior and Design of Hollow Flange Cold-Formed Steel Beam Filled with Lightweight Normal and Light Weight High Strength Concrete. Journal of Building Engineering 2022; 48:103878. DOI: https://doi.org/10.1016/j.jobe.2021.103878

Abou-Rayan AM, Khalil NN, Zaky AA. Experimental Investigation on the Flexural Behavior of Steel Cold-Formed I-Beam with Strengthened Hollow Tubular Flanges. Thin-Walled Structures 2020; 155: 106971. DOI: https://doi.org/10.1016/j.tws.2020.106971

Gardner L, Saari N, Wang F. Comparative Experimental Study of Hot-Rolled and Cold-Formed Rectangular Hollow Sections. Thin-Walled Structures 2010; 48(7): 495-507. DOI: https://doi.org/10.1016/j.tws.2010.02.003

Keethan P, Mahendran M. Shear Tests of Rivet Fastened Rectangular Hollow Flange Channel Beam. Journal of Constructional Steel 2016; 121: 330-340. DOI: https://doi.org/10.1016/j.jcsr.2016.02.016

Gao F, Zhu HP, Zhang DH, Fang TS. Experimental Investigation on Flexural Behavior of Concrete-Filled Pentagonal Flange Beam under Concentrated Loading. Thin -Walled Structures 2014; 84: 214-225. DOI: https://doi.org/10.1016/j.tws.2014.06.008

Gao F, Yang F, Liang H, Zhu H. Numerical Study and Strength Model of Concrete-Filled High-Strength Tubular Flange Beam under Mid Span Load. Engineering Structures 2021; 229: 111654. DOI: https://doi.org/10.1016/j.engstruct.2020.111654

Gao F, Yang F, Zhu H, Liang H. Lateral-Torsional Buckling Behavior of Concrete-Filled High Strength Steel Tubular Flange Beams under Mid-Span Load. Journal of Constructional Steel Research 2021; 176: 106398. DOI: https://doi.org/10.1016/j.jcsr.2020.106398

Pi YL, Trahair NS. Lateral-Distortional Buckling of Hollow Flange Beams with Web Stiffeners. Journal of Structural Engineering, ASCE 1997; 123(6):695-702. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1997)123:6(695)

Tondini N, Morbioli A. Cross- Sectional Flexural Capacity of Cold-Formed Laterally-Restrained Steel Rectangular Hollow Flange Beams. Thin-Walled Structures 2015; 95: 196-207. DOI: https://doi.org/10.1016/j.tws.2015.06.018

Hassanein MF, Kharoob OF, EL Hadidy A. 4. Lateral–Torsional Buckling of Hollow Tubular Flange Plate Girders with Slender Stiffened Webs. Thin-Walled Structures 2013; 65: 49-61. DOI: https://doi.org/10.1016/j.tws.2013.01.006

Hassanein MF, Silvertre N. Lateral-Distortional Buckling of Hollow Tubular Flange Plate Girders with Slender Unstiffened Webs. Engineering Structures 2013; 56: 572-584 . DOI: https://doi.org/10.1016/j.engstruct.2013.05.028

Hassanein MF, Kharoob OF. Flexural Strength of Hollow Tubular Flange Plate Girders with Slender Stiffened Webs under Mid-Span Concentrated Loads. Thin-Walled Structures 2013; 69: 18-28. DOI: https://doi.org/10.1016/j.tws.2013.03.016

Kim BG, Sause R. Lateral Torsional Buckling Strength of Tubular Flange Girders. Journal of Structural Engineering 2008; 134(6): 902-910 . DOI: https://doi.org/10.1061/(ASCE)0733-9445(2008)134:6(902)

Perera N, Mahendran M. Section Moment Capacity Tests of Hollow Flange Steel Plate Girders. Journal of Constructional Steel Research 2018; 148: 97-111. DOI: https://doi.org/10.1016/j.jcsr.2018.04.034

Perera N, Mahendran M. Finite Element Analysis and Design for Section Moment Capacities of Hollow Flange Steel Plate Girders. Thin-Walled Structures 2019; 135: 356-375. DOI: https://doi.org/10.1016/j.tws.2018.10.014

Tang X, Ma H. A Study on Bolted Connection of Built-Up I-Shaped Member Consisting of Double Thin-Walled Cold-Formed Lipped Channels. 4th International Conference on Advances in Steel Structures 2005 June 13-15; Shanghai, China; 1: 523-528. DOI: https://doi.org/10.1016/B978-008044637-0/50076-7

Usamah MS, Abbas HM, Marwa ZK, Kamaran SA. Finite Element Investigation of the Ultimate Capacity of Hollow-Flange Steel Girders with Web Openings. Diyala Journal of Engineering Sciences 2022; 15(2): 19-30. DOI: https://doi.org/10.24237/djes.2022.15203