Influence of Shear Span-to-Effective Depth Ratio on Behavior of High-Strength Reinforced Concrete Beams
Auteur(s): |
Olaniyi Arowojolu
Ahmed Ibrahim Abdullah Almakrab Nicholas Saras Richard Nielsen |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | International Journal of Concrete Structures and Materials, 7 janvier 2021, n. 1, v. 15 |
DOI: | 10.1186/s40069-020-00444-7 |
Abstrait: |
The shear span-to-effective depth ratio (a/d) is one of the factors governing the shear behavior of reinforced concrete (RC) beams, with or without shear reinforcement. In high-strength concrete (HSC), cracks may propagate between the aggregate particles and result in a brittle failure which is against the philosophy of most design guidelines. The experimental results of six HSC beams, with and without shear reinforcement, tested under four-point bending with |
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sur cette fiche - Reference-ID
10746266 - Publié(e) le:
04.12.2023 - Modifié(e) le:
04.12.2023