Comparison of Nondestructive Evaluation Findings, Constrained and Unconstrained Wave Speeds, Dynamic Moduli, and Poisson’s Ratio of Core Specimens from a Concrete Structure Damaged by Fire

Author:

Dilek Ufuk1,Reis Engin2

Affiliation:

1. Assistant Professor, Izmir Univ. of Economics Sakarya Caddesi No:156, 35330 Balçova-Izmir, Turkey (corresponding author).

2. Principal Engineer, Engineering and Projects Organization, AREVA NP, Inc., Charlotte, NC 28262.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. ASTM. (2008a). “ASTM C1218 / C1218M (2008) standard test method for water-soluble chloride in mortar and concrete.” Annual book of American society of testing and materials Vol. 04–02 West Conshohocken PA.

2. ASTM. (2008b). “ASTM C 1383 standard test method for measuring the p-wave speed and the thickness of concrete plates using the impact-echo method.” Annual book of American society of testing and materials Vol. 04–02 West Conshohocken PA.

3. ASTM. (2010a). “ASTM C1202 standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” Annual book of American society of testing and materials Vol. 04–02 West Conshohocken PA.

4. ASTM. (2010b). “ASTM C 215 standard test method for fundamental transverse longitudinal and torsional frequencies of concrete specimens.” Annual book of American society of testing and materials Vol. 04–02 West Conshohocken PA.

5. ASTM. (2010c). “ASTM C 597 standard test method for pulse velocity through concrete.” Annual book of American society of testing and materials Vol. 04–02 West Conshohocken PA.

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