Effect of Curing and Deterioration on Stress Wave Velocities in Concrete-Reference-Cited by-同舟云学术

Effect of Curing and Deterioration on Stress Wave Velocities in Concrete

Published:2005-04 Issue:2 Volume:17 Page:153-158
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Boyd Andrew J.¹²,Ferraro Christopher C.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611.

2. Graduate Student, University of Florida, Dept. of Civil and Coastal Engineering, Gainesville, FL 32611.

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%290899-1561%282005%2917%3A2%28153%29

Reference11 articles.

1. American Society for Testing and Materials (ASTM). (2001a). “Standard test for pulse velocity through concrete.” C 597-97 West Conshohocken Pa.

2. American Society for Testing and Materials (ASTM). (2001b). “Standard test method for measuring the P-wave speed and the thickness of concrete plates using the impact-echo method.” C 1383-98a West Conshohocken Pa.

3. Boyd A. J. and Mindess S. (2001). “The effect of sulfate attack on the tensile to compressive strength ratio of concrete.” Proc. 3rd Int. Conf. Concrete Under Severe Conditions ACI∕CSCE Vancouver Canada 789–796.

4. The use of tension testing to investigate the effect of W/C ratio and cement type on the resistance of concrete to sulfate attack

5. Velocity-strength relationship of concrete by impact-echo method;Lee H.-K.;ACI Mater. J.,2003

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