Material Parameters for Fiber-Reinforced Concrete Finite Element Models

Finite element models developed to simulate the pull-out behavior of basalt and polypropylene fibers from concrete. The 5.5 KB dataset, authored by Zhao Wen and last updated in May 2026, contains parameters from simulations coupling unified phase-field theory with a cohesive zone model. Results show peak pull-out load increases with greater embedment depth and larger fiber diameter.

Use Cases

• Calibrating finite element models for fiber-matrix adhesion based on the described UPFT-CZM framework.
• Analyzing the effect of embedment depth on pull-out load, a key parameter mentioned in the study.
• Investigating the influence of fiber diameter on mechanical response, as highlighted in the description.
• Comparing the reinforcing effectiveness of basalt versus polypropylene fibers within a concrete matrix.

Strengths

• Model predictions exhibited good agreement with experimental results, confirming reliability.
• Dataset is openly licensed under CC-BY-4.0, permitting reuse and modification.

Limitations

• Dataset is very small at 5.5 KB, indicating limited scope.
• Column-level documentation is absent; field semantics must be inferred after download.
• Row count is unknown, which may limit suitability assessment.

Provenance

Source

figshare

Collection Method

Parameters derived from numerical simulations of fiber pull-out behavior.

Time Range

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Freshness

Last updated 2026-05-04 17:34:37; freshness should be verified.

Geography

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