Dynamic Measurements for Determining Poisson’s Ratio of Young Concrete
Author:
Affiliation:
1. Ph.D., Assistant Professor, KTH Royal Institute of Technology, Division of Concrete Structures , SE-100 44 STOCKHOLM , Sweden
Abstract
Publisher
Walter de Gruyter GmbH
Link
https://www.sciendo.com/pdf/10.2478/ncr-2018-0006
Reference11 articles.
1. 1. Ahmed L, Ansell A & Malm R: “Numerical Modelling and Evaluation of Laboratory Tests with Impact Loaded Young Concrete Prisms,” Materials and Structures, Vol. 49, No. 11, November 2016, pp. 4691-4704.
2. 2. Anson M & Newman K: “The Effect of Mix Proportions and Method of Testing on Poisson’s Ratio for Mortars and Concretes,” Magazine of Concrete Research, Vol. 18, No. 56, September 1966, pp. 115-130.10.1680/macr.1966.18.56.115
3. 3. Byfors J: “Plain Concrete at Early Ages,” Research Fo 3:80, Swedish Cement and Concrete Institute, Stockholm, 1980, 464 p.
4. 4. Mesbah H A, Lachemi M & Aitcin P-C: “Determination of Elastic Properties of High-Performance Concrete at Early Ages,” ACI Material Journal, Vol. 99, No.1, January 2002, pp. 37-41.
5. 5. Oluokun F A, Burdette E G & Deatherage J H: “Elastic Modulus, Poisson’s Ratio and Compressive Strength Relationship at Early Ages,” ACI Journal, Vol. 88, No.1, January 1991, pp. 3-10.
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