Experimental Data on Carbon and Glass Fiber Mesh Reinforced Concrete Slabs

Chunxiang Guo published a dataset on 2026-05-18 containing experimental results from four-point bending tests on five reinforced concrete slab specimens. The data includes performance metrics for slabs with embedded carbon and glass fiber mesh fabrics at areal densities of 120 g/m² and 240 g/m². Results demonstrate improvements in cracking load, yield load, and ultimate load, validated by finite element models developed in ABAQUS software.

Use Cases

• Compare the flexural performance of carbon versus glass fiber mesh based on the described areal densities and load improvements.
• Validate finite element models for concrete slabs using the experimental crack development and deflection data mentioned.
• Analyze the effect of increasing fiber areal density on cracking control and load-bearing capacity as described in the results.
• Optimize the design of fiber-reinforced concrete slabs based on the quantified improvements in cracking, yield, and ultimate loads.

Strengths

• Dataset includes quantified performance improvements for five distinct slab specimens, with cracking load increases ranging from 14.2% to 114.2%.
• Experimental results are validated by finite element simulations that accurately replicated crack development and deflection behavior.
• Direct comparisons are provided between two fiber types (carbon and glass) and two areal densities (120 g/m² and 240 g/m²).

Limitations

• Column-level documentation is absent; field semantics must be inferred after download.
• Row count is unknown, which may limit suitability assessment.
• The dataset is very small at 50.1 KB, indicating a limited experimental scope.

Provenance

Source

Chunxiang Guo via figshare

Collection Method

Experimental four-point bending tests on five one-way reinforced concrete slab specimens.

Freshness

Last updated 2026-05-18 17:24:05; freshness should be verified.