Five reinforced concrete slab specimens were tested experimentally under four-point bending. Chunxiang Guo published the dataset on figshare in May 2026. The data likely contains variables related to fiber type, areal density, and measured mechanical performance.
Use Cases
- Compare the flexural performance of carbon versus glass fiber mesh based on the experimental results described.
- Analyze the effect of areal density (120 g/m² vs. 240 g/m²) on cracking load, yield load, and ultimate load.
- Validate finite element models of reinforced concrete slabs based on the crack development and deflection behavior mentioned.
- Optimize the design of fiber-reinforced concrete slabs based on the performance improvements quantified in the description.
Strengths
- Experimental results include specific percentage improvements for cracking load (14.2% to 114.2%), yield load (21.3% to 48.7%), and ultimate load (1.4% to 21.4%).
- The dataset includes comparisons between two fiber types (carbon and glass) and two areal densities.
- Finite element models developed using ABAQUS software were validated against experimental results.
Limitations
- Row count is unknown, which may limit suitability assessment.
- Column-level documentation is absent; field semantics must be inferred after download.
- The dataset is very small (5.5 KB), indicating a limited scope of data.
Provenance
- Source
- figshare
- Collection Method
- Experimental investigation via four-point bending tests on five slab specimens.
- Freshness
- Last updated 2026-05-18 17:24:29; freshness should be verified.