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Civil and Environmental Engineering
Volume 21 (2025): Issue 1 (June 2025)
Open Access
Comparative Study of Shear-Span-To-Depth and Reinforcement Ratio on High-Strength Concrete Beams
Afsar Ali
Afsar Ali
Department of Civil Engineering, University of Engineering & Technology
Taxila, Pakistan
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Ali, Afsar
,
Matiullah,
Matiullah,
Department of Civil and Environmental Engineering, Qatar University
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Matiullah,
,
Aïssa Rezzoug
Aïssa Rezzoug
College of Engineering at Imam Mohammad Ibn Saud Islamic University (IMSIU) in Riyadh
Saudi Arabia
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Rezzoug, Aïssa
,
Irfan Ullah
Irfan Ullah
Department of Civil and Environmental Engineering, Qatar University
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Ullah, Irfan
,
Atif Khan
Atif Khan
University of Louisiana at Lafayette
USA
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Khan, Atif
,
Khizar Hayat
Khizar Hayat
Department of Civil Engineering, University of Engineering & Technology
Taxila, Pakistan
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Hayat, Khizar
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Qadir Bux Alias Imran Latif Qureshi
Qadir Bux Alias Imran Latif Qureshi
Department of Civil and Environmental Engineering, College of Engineering and Architecture, University of Nizwa
Nizwa, Oman
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Qureshi, Qadir Bux Alias Imran Latif
Mar 17, 2025
Civil and Environmental Engineering
Volume 21 (2025): Issue 1 (June 2025)
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Published Online:
Mar 17, 2025
Page range:
65 - 78
DOI:
https://doi.org/10.2478/cee-2025-0006
Keywords
Shear Strength
,
High-Strength Concrete
,
Longitudinal Reinforcement Ratio
© 2025 Afsar Ali et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.
