Abadel, Aref A

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Number of items: 4.

10 August 2023

Hamoda, Ahmed ORCID logoORCID: https://orcid.org/0000-0001-5952-5272, Ahmed, Mizan ORCID logoORCID: https://orcid.org/0000-0001-5499-3181, Ghalla, Mohamed, Liang, Qing ORCID logoORCID: https://orcid.org/0000-0003-0333-2265 and Abadel, Aref A (2023) Flexural performance of precast circular reinforced concrete members with intermediate connection filled with ultra-high-performance-concrete. Case Studies in Construction Materials, 19. ISSN 2214-5095 (In Press)

19 September 2023

Hamoda, Ahmed ORCID logoORCID: https://orcid.org/0000-0001-5952-5272, Ahmed, Mizan ORCID logoORCID: https://orcid.org/0000-0001-5499-3181, Abadel, Aref A ORCID logoORCID: https://orcid.org/0000-0002-8498-1402, Ghalla, Mohamed, Patel, Vipulkumar Ishvarbhai ORCID logoORCID: https://orcid.org/0000-0002-6463-9044 and Liang, Qing ORCID logoORCID: https://orcid.org/0000-0003-0333-2265 (2023) Experimental and numerical studies of circular precast concrete slender columns with intermediate connection filled with high-performance concrete. Structures, 57. ISSN 2352-0124

13 October 2023

Hamoda, Ahmed ORCID logoORCID: https://orcid.org/0000-0001-5952-5272, El-Mandouh, Mahmoud, Ahmed, Mizan ORCID logoORCID: https://orcid.org/0000-0001-5499-3181, Abadel, Aref A ORCID logoORCID: https://orcid.org/0000-0002-8498-1402, Liang, Qing ORCID logoORCID: https://orcid.org/0000-0003-0333-2265 and Elsamak, Galal (2023) Experimental and numerical studies of reinforced concrete stair beams strengthened with steel bars and plates. Engineering Structures, 297. ISSN 0141-0296

1 January 2025

Hamoda, Ahmed ORCID logoORCID: https://orcid.org/0000-0001-5952-5272, Abadel, Aref A ORCID logoORCID: https://orcid.org/0000-0002-8498-1402, Ahmed, Mizan ORCID logoORCID: https://orcid.org/0000-0001-5499-3181, Wang, Vincent ORCID logoORCID: https://orcid.org/0000-0003-0697-8504, Vrcelj, Zora ORCID logoORCID: https://orcid.org/0000-0002-1403-7416 and Liang, Qing ORCID logoORCID: https://orcid.org/0000-0003-0333-2265 (2025) Punching shear performance of reinforced concrete slab-to-steel column connections incorporating ECC and UHPECC. Engineering Structures, 322 (Part B). ISSN 0141-0296