Mechanical properties dataset of materials used in reinforced concrete beam – column joints with and without steel fibers

This article presents a dataset on the mechanical properties of the materials and concrete used in the construction of reinforced concrete beam-column joint specimens. The dataset includes: (1) results from uniaxial tensile tests of steel reinforcing bars (No. 3, 5, and 6); (2) physical and mechanical properties of the fine and coarse aggregates; (3) results of fresh concrete tests (slump flow); (4) hardened state properties, including the compressive strength of cylinders (15 cm diameter x 30 cm height) and the flexural strength of beams (60×15×15 cm); and (5) data for reinforced concrete with hooked-end steel fibers at a volumetric fraction of 0.7%. All the constituent materials, CPC-30R cement, aggregates, reinforcing steel, and fibers, were characterized according to applicable technical standards. A concrete mix was designed, and specimens were fabricated with and without fibers. The dataset is supplemented with images documenting the experimental procedures and failure modes.

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Publication Details

Journal
Data in Brief
Published
2025-12-21
DOI
https://doi.org/10.1016/j.dib.2025.112412
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
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article

Mechanical properties dataset of materials used in reinforced concrete beam – column joints with and without steel fibers

Data in Brief
Innovative concrete reinforcement materials
article

Mechanical properties dataset of materials used in reinforced concrete beam – column joints with and without steel fibers

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Abstract

This article presents a dataset on the mechanical properties of the materials and concrete used in the construction of reinforced concrete beam-column joint specimens. The dataset includes: (1) results from uniaxial tensile tests of steel reinforcing bars (No. 3, 5, and 6); (2) physical and mechanical properties of the fine and coarse aggregates; (3) results of fresh concrete tests (slump flow); (4) hardened state properties, including the compressive strength of cylinders (15 cm diameter x 30 cm height) and the flexural strength of beams (60×15×15 cm); and (5) data for reinforced concrete with hooked-end steel fibers at a volumetric fraction of 0.7%. All the constituent materials, CPC-30R cement, aggregates, reinforcing steel, and fibers, were characterized according to applicable technical standards. A concrete mix was designed, and specimens were fabricated with and without fibers. The dataset is supplemented with images documenting the experimental procedures and failure modes.

Data in BriefVol. 64
Universidad Veracruzana (MX), Universidad Autónoma de Nuevo León (MX)
Openalex Percentile: Top 58%
Innovative concrete reinforcement materials
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