Prediction of Elastic Moduli Development of Cement Mortars Using Early Age Measurements
Author:
Affiliation:
1. Formerly Graduate Student, Renaissance Construction Co., Portakal Çiçeği Sok. No. 33, Y. Ayranci, Ankara 06540, Turkey.
2. Associate Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey (corresponding author).
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.1943-5533.0001025
Reference37 articles.
1. ASTM. (2002a). “Standard test method for fundamental transverse longitudinal and torsional resonant frequencies of concrete specimens.” ASTM C215 West Conshohocken PA.
2. ASTM. (2002b). “Standard test method for pulse velocity through concrete.” ASTM C597 West Conshohocken PA.
3. ASTM. (2002c). “Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression.” ASTM C469 West Conshohocken PA.
4. ASTM. (2007). “Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens).” ASTM C109 West Conshohocken PA.
5. Measurement of concrete E-modulus evolution since casting: A novel method based on ambient vibration
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