Comprehensive Database on Concrete Creep and Shrinkage
Topics & metadata
This paper presents a significantly enlarged computerized database of concrete creep and shrinkage tests, extending previous databases and enabling more realistic verification and calibration of creep prediction models.
Copyright & official sources
This page provides educational summaries and key takeaways. For the official, complete paper text and usage rights, we encourage you to purchase or access the original publication through authorized channels. This supports the authors and publishers who make this research possible.
Research summary
Key Insights: Comprehensive Database on Concrete Creep and Shrinkage
A substantially expanded, freely available database of concrete creep and shrinkage test data now offers engineers more robust tools for validating and refining predictive models used in structural design.
Research Focus
This research addresses the critical need for reliable data to accurately predict the long-term deformation of concrete structures. Existing creep and shrinkage prediction models, essential for ensuring structural integrity and serviceability, require rigorous validation against a broad spectrum of experimental results. The authors compiled and significantly enlarged a computerized database of concrete creep and shrinkage tests, building upon previous efforts and making it accessible for wider use.
What the Research Found
Finding 1: A Richer, More Comprehensive Dataset
The newly compiled database includes 621 creep tests and 490 shrinkage tests, substantially exceeding the scope of previous widely recognized databases. This expanded dataset, particularly with recent data from Japan and the Czech Republic, provides a more diverse and representative collection of material behaviors and test conditions.
Finding 2: Detailed Material and Environmental Data
Each data point is meticulously cataloged with comprehensive information, including concrete mix proportions (water-cement ratio, cement content, admixtures), specimen geometry, environmental conditions (humidity, temperature), age at loading, and applied stress levels. This granular detail is crucial for understanding the influence of various factors on creep and shrinkage.
Finding 3: A Foundation for Improved Modeling
The database is designed to facilitate more realistic verification and calibration of creep and shrinkage prediction models. Its computerized format and free accessibility empower researchers and practitioners to develop and refine models that better reflect real-world concrete performance over time.
Why It Matters for Practice
This expanded database directly impacts how engineers approach long-term structural analysis. It challenges assumptions that may have been based on less comprehensive data, potentially leading to more accurate serviceability limit state (SLS) and ultimate limit state (ULS) designs. The availability of this resource opens opportunities for developing more sophisticated and reliable predictive tools, which can reduce conservatism and improve design efficiency. Understanding the nuances captured by this data is vital for predicting deflections, crack widths, and the overall long-term behavior of concrete elements.
Putting It Into Practice
Based on these findings, professionals should consider:
- • Utilizing this database to critically evaluate and recalibrate existing creep and shrinkage prediction models within their design software or analysis tools.
- • Incorporating the detailed material and environmental variables from the database into their own concrete mix designs and site control practices to better anticipate long-term performance.
- • Exploring the potential for developing custom predictive models tailored to specific project conditions by leveraging the breadth of data presented.
Limitations to Note
The authors acknowledge that many tests in the database, while valuable, may not adhere to strictly optimal modern testing procedures. Furthermore, the data distribution exhibits biases, with a concentration of tests at shorter durations and smaller specimen thicknesses, necessitating careful