417 full-scale experimental specimens on mechanically jointed Timber Concrete Composite (TCC) beams and slabs subjected to short-term static bending tests. The database, developed by Dalbiso, Alemayehu Darge, includes parameters on geometry, shear connections, material properties, and experimental observations. It was last updated on 2026-04-21.
Use Cases
- Predicting maximum load and deflection based on geometric properties and material strengths.
- Analyzing failure modes based on shear connector type and arrangement patterns.
- Modeling interface slip behavior based on connection details and loading protocols.
- Comparing the performance of different timber types and concrete compressive strengths.
Strengths
- Contains data from 417 full-scale experimental specimens, providing a substantial empirical basis.
- Documents a wide range of parameters including geometric properties, material properties, shear connection details, and experimental outcomes.
Limitations
- Column-level documentation is absent; field semantics must be inferred after download.
- Row count is unknown, which may limit suitability assessment.
- Freshness should be verified as the last update date is in the future (2026-04-21).
Provenance
- Source
- Dalbiso, Alemayehu Darge via DataverseNO Harvested Dataverse
- Collection Method
- Compilation from full-scale experimental studies.
- Freshness
- Last updated 2026-04-21 02:27:24.