Flexural behavior of reinforced concrete beams made of normal and polypropylene fiber-reinforced concrete containing date palm leaf ash
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Each is checked against this paper’s own text: does it say what the citing paper says it does?
There is a relative paucity of studies that analyze strain distribution, stiffness degradation, post-yield behavior, and failure mechanisms in fiber-reinforced concrete beams.
“Numerous investigations focus on ultimate load capacity or cracking patterns, and there is a relative paucity of studies that analyze the distribution of strains, degradation of stiffness, post-yield behavior, and mechanisms of failure [32,33].”
From Stress–Strain State and Strength of Fiber-Reinforced Concrete Beams with Basalt, Steel, and Polypropylene Fibers (2026) · cites this paper as [33]
Cited by
Sorted by citations
Martazaev, A., & Razzakov, S. (2026) · Construction Materials · doi:10.3390/constrmater6020019 · Cited by 3 · see citing works
- Authors
- Yousefi, M., Khandestani, R., & Gharaei-Moghaddam, N.
- Venue
- Structures
- Publisher
- Elsevier BV
- Published
- 2022-03
- Volume
- 37
- Pages
- 1053-1068
- ISSN
- 2352-0124
- Cited by
- 32
- References
- 0
- Language
- en
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
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