Cited by 2Structural Behavior of Reinforced ConcreteInnovative concrete reinforcement materialsStructural Load-Bearing Analysis

Effect of transverse reinforcement on the shear behavior of reinforced concrete deep beams

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Afolabi, Oluwafemi Samson, Femi, Adeyemi, Toyyib, Oladipo·2022·World Journal of Advanced Research and Reviews

Abstract

Reinforced concrete deep beams are safety critical members that carry heavy loads over short spans (ACI Committee 318, 2008). Design provisions in many codes can under or overestimate their shear strength, which introduces reliability concerns in practice (Kong & Evans, 1987). This study investigates how transverse reinforcement and concrete type influence the shear behavior of deep beams. Four simply supported deep beams were tested under four point loading, two made with self-compacting concrete and two with conventionally vibrated concrete, with a shear span to depth ratio of 0.75 for all beams (EFNARC, 2002; JSCE, 2005). Web reinforcement patterns were either congested, with vertical stirrups at 50 mm, or normal, with vertical stirrups at 100 mm. Key responses recorded include load deflection, diagonal cracking load, crack patterns, and ultimate load. Results show that self-compacting concrete with normal web reinforcement produced slightly higher diagonal cracking at ultimate capacities, while both concretes reached similar capacities under congested web reinforcement (Okamura & Ouchi, 2003; Choi, Kim, & Kang, 2012; Akinpelu & Adedeji, 2018). All beams failed by sudden shear compression after diagonal crack band formation. Findings endorse self-compacting concrete for deep beams where congestion and compaction challenges exist.

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Crossref · 10.30574/wjarr.2022.16.2.1267

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  • In infringement or ownership disputes, the burden of proof generally falls upon the claimant, requiring demonstrable attribution to human actors whose creative intent can be documented.

    “In infringement or ownership disputes, the burden of proof generally falls upon the claimant, requiring demonstrable attribution to human actors whose creative intent can be documented [8].”

    From Designing automated audit mechanisms to evaluate compliance of generative AI platforms with federal authorship and ownership disclosure requirements. (2023) · cites this paper as [8]

    The Introduction and Background and Related Work discuss self-compacting concrete and reinforced-concrete deep beams, not legal disputes. Searches for burden of proof, infringement, ownership, human creative intent, and copyright found no passage addressing the claim in our copy. (LLM, conf=0.78)

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    “disclosure is necessary for enforceability: legal systems require verifiable evidence of creative contribution to adjudicate infringement, ownership disputes, and licensing claims [8].”

    From Designing automated audit mechanisms to evaluate compliance of generative AI platforms with federal authorship and ownership disclosure requirements. (2023) · cites this paper as [8]

    The Introduction discusses self-compacting concrete and reinforced-concrete deep beams; the Conflict section’s disclosure concerns conflicts of interest. Neither addresses legal enforceability or evidence of creative contribution. Searches for infringement, ownership, licensing, and related intellectual-property terms found no relevant passage in our copy. Page numbers were unavailable. (LLM, conf=0.78)

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    From Designing automated audit mechanisms to evaluate compliance of generative AI platforms with federal authorship and ownership disclosure requirements. (2023) · cites this paper as [8]

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    “Ownership, in turn, attaches either to the creator or, in work-for-hire arrangements, to the commissioning or employing entity, with derivative rights conditioned on the provenance of underlying inputs [8].”

    From Designing automated audit mechanisms to evaluate compliance of generative AI platforms with federal authorship and ownership disclosure requirements. (2023) · cites this paper as [8]

    The Introduction and Background discuss reinforced-concrete deep beams, not legal ownership. Searches for work-for-hire, creator ownership, derivative rights, copyright, and employment found no passage addressing the attributed claim. (LLM, conf=0.78)

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    From Designing automated audit mechanisms to evaluate compliance of generative AI platforms with federal authorship and ownership disclosure requirements. (2023) · cites this paper as [8]

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Cites

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Research works printed but not linked: 8

  1. Akinpelu, M. A., & Adedeji, A. A. (2018). Structural response of reinforced self-compacting concrete deep beam using finite element method. Journal of Soft Computing in Civil Engineering, 2(1), 33-58. https://www.jsoftcivil.com/article_50115.html
  2. Choi, Y. W., Kim, Y. J., & Kang, H. J. (2008). Flowability properties of high-flowing self-compacting concrete for precast bridge members]. Journal of the Korean Society of Civil Engineers, 28, 155-163. https://koreascience.or.kr/article/JAKO200830265651399.page
  3. Choi, Y. W., Kim, Y. J., & Kang, H. J. (2012). Shear behavior and performance of deep beams made with self- compacting concrete. International Journal of Concrete Structures and Materials, 6(2), 79-88. https://doi.org/10.1007/s40069-012-0007-y · DOI
  4. Kong, F. K., & Evans, R. H. (1987). Reinforced and prestressed concrete (3rd ed.). Van Nostrand Reinhold. https://www.routledge.com/Reinforced-and-Prestressed-Concrete/Kong-Evans/p/book/9780419245605
  5. Kong, F. K., Robins, P. J., & Cole, D. F. (1970). Web reinforcement effects on deep beams. ACI Journal, 67(12), 1010- 1017. https://trid.trb.org/View/105760
  6. Ritter, W. (1899). Die Bauweise Hennebique. Schweizerische Bauzeitung, 33(7), 59-61. https://www.e- periodica.ch/digbib/view?pid=sbz-002%3A1899%3A33%3A%3A2288
  7. Tan, K. H., Tong, K., & Tang, C. Y. (2003). Consistent strut-and-tie modelling of deep beams with web openings. Magazine of Concrete Research, 55(1), 65-75. https://doi.org/10.1680/macr.2003.55.1.65 · DOI
  8. Yang, K. H., Chung, H. S., & Ashour, A. F. (2007). Influence of shear reinforcement on reinforced concrete continuous deep beams. ACI Structural Journal, 104(4), 420-429. https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?ID=18772&m=details.

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Authors
Afolabi, O. S., Femi, A., & Toyyib, O.
Corresponding author
Afolabi, Oluwafemi Samson
Venue
World Journal of Advanced Research and Reviews
Published
2022-11-30
Volume
16
Issue
2
Pages
1294-1303
ISSN
2581-9615 (ISSN-L)
OpenAlex
W4413750036
Cited by
1
References
0
Citations by year
2026: 1
FWCI
0.00
Type
journal article
Language
en
Open access
Licence
cc-by-nc-sa
Locations
World Journal of Advanced Research and Reviews (publishedVersion, cc-by-nc-sa)
Topics
  • Physical Sciences › Engineering › Building and Construction › Structural Behavior of Reinforced Concrete
  • Physical Sciences › Engineering › Civil and Structural Engineering › Innovative concrete reinforcement materials
  • Physical Sciences › Engineering › Civil and Structural Engineering › Structural Load-Bearing Analysis
Keywords
reinforced concrete deep beams, shear behavior, transverse reinforcement, web reinforcement, self-compacting concrete, diagonal cracking, shear span-to-depth ratio, ultimate load capacity, four-point loading, concrete types

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