Affiliation:
1. Research Committee for the Cast Stone and Cast Concrete Products Industry
Abstract
Summary The Schmidt rebound hammer is described and some theoretical aspects underlying the functioning of the hammer are discussed and supported by some experimental results. The method of performing the test and its limitations under different conditions are described. Correlations with rate of wear of concrete and compressive strength on the basis of 500 cube results are derived. The Schmidt rebound hammer is recommended for use in two categories of application—on the building site and in precast works.
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Cited by
39 articles.
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