Nondestructive Assessment of Damage in Concrete Bridge Decks
Author:
Affiliation:
1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208.
2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282004%2918%3A4%28220%29
Reference18 articles.
1. ASTM. ( 1999). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C 39–96 West Conshohocken Pa.
2. Effects on impact-echo signals caused by steel reinforcing bars and voids around bars;Cheng C.;ACI Mater. J.,1993
3. Determining the minimum crack width that can be detected using the impact-echo method Part 1: Experimental study
4. Determining the minimum crack width that can be detected using the impact-echo method Part 2. Numerical fracture analyses
5. Cross-Sectional Modes in Impact-Echo Testing of Concrete Structures
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