Moisture Impact on Static and Dynamic Modulus of Elasticity in Structural Normal-Weight Concretes
Lucyna Domagała1, Maria Margańska1, Marek Miazgowicz1
1Faculty of Civil Engineering, Cracow University of Technology, 31-155 Kraków, Poland.
Concrete moisture significantly impacts its static modulus of elasticity (E), especially in weaker concretes. This study reveals moisture
Area of Science:
- Civil Engineering
- Materials Science
- Structural Health Monitoring
Background:
- Static modulus of elasticity (E) is crucial for structural analysis.
- Ultrasonic pulse velocity (UPV) method is commonly used to estimate E.
- Existing methods often neglect concrete moisture's influence on E.
Purpose of the Study:
- To investigate the impact of moisture content on the static secant modulus of elasticity (E) in normal-weight structural concrete.
- To compare the moisture sensitivity of E measurements obtained through static and dynamic (UPV) methods.
- To validate existing formulas for estimating E under varying moisture conditions.
Main Methods:
- Dynamic modulus of elasticity (E) was measured using the ultrasonic pulse velocity method.
- Static secant modulus of elasticity (E) was determined through direct tests on drilled cores.
- Two normal-weight concretes with compressive strengths of 51.6 MPa and 71.4 MPa were tested under different moisture conditions.
- Results were compared with previously obtained data for lightweight aggregate concretes.
Main Results:
- Moisture content significantly affected the dynamic modulus of elasticity (E) primarily in the weaker concrete (51.6 MPa).
- The impact of moisture on the static modulus of elasticity (E) was less pronounced than expected and often insignificant, contrary to some literature.
- Discrepancies in moisture impact between static and dynamic moduli were attributed to concrete's dense structure and measurement sensitivity.
- Established formulas for estimating E were verified, showing varying degrees of accuracy under different moisture conditions.
Conclusions:
- Concrete moisture's effect on static modulus (E) is complex and depends on concrete strength and measurement method.
- The UPV method may be more sensitive to moisture variations than direct static tests for certain concrete types.
- The study highlights the need for considering moisture content in structural concrete assessments, particularly for weaker mixes.
- Findings provide valuable data for refining models used in structural health monitoring and concrete property estimation.
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