احمد عبد المجيد محمود مطلوب






احمد عبد المجيد محمود مطلوب

أستاذ مساعد في الهندسة الإنشائية


المعلومات المهنية

أستاذ مساعد في : 2025-03-24
مدرس في : 2010-02-22
مدرس مساعد في : 2004-06-30
معيد في : 1997-09-20

المعلومات الدراسية

البريد الإلكتروني : ahmed.matloub@eng.asu.edu.eg
الدكتوراه : 2009-12-20 من Ain shams University
الماجستير : 2004-04-21 من Ain shams University
التخرج : may / 1997

نبذة مختصرة

Ahmed A. Matloub, Associate Professor in Faculty of Engineering, Ain Shams Univ., Cairo, Egypt. He also has wide experience in the design and construction of steel structures, including buildings and bridges. He received his Ph.D. degree in 2009 from the Structural Eng. Dept., Ain Shams Univ., Cairo, Egypt. He is interested in research related to the behavior and stability of steel members, cold-formed sections, thin-walled steel, and tubular sections, in addition to composite concrete and steel sections. E-mail address: ahmed.matloub@eng.asu.edu.eg

الجوائز التقديرية

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الكتب

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المقالات والدوريات

 Khalil S.M., Matloub A.A., Fawzy M.M., Yousef A.H., Numerical investigation on web of steel I-beam with closed top flange under patch loading, Fracture and Struct. Integrity, 78 (2026) 346–366. DOI: 10.3221/IGF-ESIS.78.20
 Awad K.A., Matloub A.A., Ibrahim A.M., Shaat A.A., Experimental investigations on branch plate connections to double-skin steel chord partially filled with concrete, J. Constr. Steel Res., 242 (2026) 110367. https://doi.org/10.1016/j.jcsr.2026.110367
 Atya O., Matloub A.A., Abokifa M.A., Yousef A.H., Connections of double branch plates to circular hollow sections under axial loads, Struct. Eng. and Mech., 97(3) (2026) 417–437. https://doi.org/10.12989/sem.2026.97.3.417
 Ramzi A.A., Matloub A.A., Yousef A.H., An experimental study on double longitudinal plate connection for steel T-joints subject to out-of-plane moments, Nature Portfolio, Scientific Rep., 15 (2025) 32448. https://doi.org/10.1038/s41598-025-18019-5
 Salib M., Abokifa M.A., Matloub A.A., Yousef A.H., Out-of-plane buckling of steel column with eccentric bracing and hollow tubular flange at the unrestrained side, Proceedings of Minia International Conf. on Environment and Eng.-MICEE2024, Hurghada, Egypt (2024).
 Matloub A.A., Hassan S.S., Hussein I.S., Yousef A.H., Flexural strength of steel plate girders with perforated web and tubular compression flange, ICE Proceedings Struct. and Build., 177(8) (2024) 651–666, https://doi.org/10.1680/jstbu.23.00010
 Magdy M., Hammad A., Matloub A.A., Ibrahim S.M., Tension-flange restraint effect on lateral-torsional buckling moment capacity of web-tapered steel I-sections, Int. J. Steel Struct., 25 (2024) 1–21. https://doi.org/10.1007/s13296-024-00900-0
 Matloub A.A., ElAyouby S.N., Ibrahim S.M., Dessouki A.K., Experimental and numerical investigations on the bending capacity of cold‑formed steel box headers, Nature Portfolio, Scientific Rep., 14(7) (2024) 15889. https://doi.org/10.1038/s41598-024-65805-8
 ElAyouby S.N., Matloub A.A., Ibrahim S.M., Dessouki A.K., Header built-up section in light steel structures, Proceedings of the 16th Int. Conf. on Struct. and Geo. Eng., Ain Shams Univ., Cairo, Egypt (2023).
 Ramzi A.A., Matloub A.A., Yousef A.H., Connections of double branch plates to hollow Section under bending moment, Proceedings of the 16th Int. Conf. on Struct. and Geo. Eng., Ain Shams Univ., Cairo, Egypt (2023).
 Magdy M., Hammad A., Matloub A.A., Ibrahim S.M., LTB moment capacity of web-tapered steel beams: FEM vs AISC DG25, Int. J. of Sci. and Eng. Research 14(4) (2023).
 Hassan S.S., Matloub A.A., Hussein I.S., Yousef A.H., Steel pedestrian bridges using tubular flange girders with web openings, Proceedings of Conf. on Smart Cities-ICSC2023, (2023) 692–704.
 Matloub A.A., Rizk Y.S., Fawzy M.M., Yousef A.H., Innovative steel I-girder under bending having hollow tubular flanges, Ain Shams Eng. J., 14(6) (2023) 102146. https://doi.org/10.1016/j.asej.2023.102146
 Rizk Y.S., Yousef A.H., Matloub A.A., Fawzy M.M., Moment capacity of steel beams with hollow flanges, Int. J. Sci. and Eng. Res. 13(6) (2022) 88–93.
 Shaat A.A., Matloub A.A., Ibrahim A.M., Dessouki A.K., Effect of web stiffeners on the lateral distortional buckling of channel section with hollow flanges, Ain Shams Eng. J., 13(1) (2022) 101517. https://doi.org/10.1016/j.asej.2021.06.003
 Ibrahim A.M., Shaat A.A., Matloub A.A., Dessouki A.K., Effect of cross sectional configurations on the bending strength of hollow flange beams, Proceedings of the 14th Int. Symposium on Tubular Struct., (2012) 697–703. DOI: 10.1201/b13139-100
 Dessouki A.K., Ibrahim S.M., Matloub A.A., Experimental study on concrete-filled thin-walled steel tube columns, Ain Shams J. of Civil Eng., 2(9) (2009) 147–157.
 Matloub A.A., Behavior of concrete-filled steel tube columns with slender steel sections, Ph.D. Thesis, Ain Shams Univ., Cairo, Egypt (2009).
 Salem A.H., Aghoury M.A., Matloub A.A., Elastic buckling of corrugated webs with openings, Proceedings of the 12th Int. Colloquium on Struct. and Geo. Eng., Ain Shams Univ., Cairo, Egypt (2007).
 Salem A.H., Aghoury M.A., Matloub A.A., Elastic buckling of tapered plate girder with corrugated web under shear, Proceedings of the 12th Int. Colloquium on Struct. and Geo. Eng., Ain Shams Univ., Cairo, Egypt (2007).
 Salem A.H., Aghoury M.A., Matloub A.A., Elastic buckling of corrugated web with sub-panel opening; web with narrow central opening, Proceedings of the 11th Int. Colloquium on Struct. and Geo. Eng., Ain Shams Univ., Cairo, Egypt (2005).
 Salem A.H., Aghoury M.A., Matloub A.A., Interactive buckling modes of steel plate girders with corrugated web under shear; finite element modelling and verification, Proceedings of the 11th Int. Colloquium on Struct. and Geo. Eng., Ain Shams Univ., Cairo, Egypt (2005).
 Matloub A.A., Behaviour of steel girders with corrugated webs, M.Sc. Thesis, Ain Shams Univ., Cairo, Egypt (2004).

الأبحاث

  1. Ahmed Matloub, Sara Elayouby, Sherif Mohamed Ibrahim, Abdelrahim Dessouki, " Experimental and numerical investigations on the bending capacity of cold-formed steel box headers ", Scientific Reports, 2024

المشاريع البحثية

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