Experimental Study of the Core-Drilling Method for Evaluating In Situ Stresses in Concrete Structures
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, Univ. of Texas at Tyler, Tyler, TX 75799 (corresponding author).
2. Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001294
Reference20 articles.
1. ACI (American Concrete Institute). (2005). “Building code requirements for structural concrete and commentary.” ACI 318-05 Detroit.
2. A practical procedure for the analysis ofmoisture transfer within concrete due to drying
3. Prediction of elastic modulus for design of concrete structures;Alexander M. G.;Civ. Eng. South Afr.,1985
4. ASTM. (1994). “Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression.” C469–94 West Conshohoken PA.
5. ASTM. (2001). “Standard test method for determining residual stresses by the hole-drilling strain-gage method.” E837-01e1 West Conshohoken PA.
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