The influence of aggregate on the elastic modulus of concrete

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Concrete is a heterogeneous material and as a result, there are numerous factors that contribute to its resulting modulus of elasticity (E). One of the major factors is said to be the type of aggregate. This study assesses the influence of aggregate type on concrete E, through the use of 36 mixes each containing one of four commonly used South African aggregates namely, granite, quartzite, andesite and dolomite. The E for each concrete mix was determined for 7, 28 and 56 day concrete and their results were analyzed according to the E of the aggregate type contained. The E values of the concretes were found to decrease with a decrease in the E of the included aggregate, in the order dolomite, quartzite, andesite and granite. The aggregate type significantly influences the E of concrete. In fact, the specific influence of an aggregate on concrete E can be mainly attributed to the E of the included aggregate.

Original languageEnglish
Title of host publicationFib Symposium 2016
Subtitle of host publicationPerformance-Based Approaches for Concrete Structures, Proceedings
EditorsHans Beushausen
Publisherfib. The International Federation for Structural Concrete
Pages1-6
Number of pages6
ISBN (Print)9782883941229
Publication statusPublished - 2016
EventInternational fib Symposium on Performance-Based Approaches for Concrete Structures, 2016 - Cape Town, South Africa
Duration: 21 Nov 201623 Nov 2016

Publication series

Namefib Symposium
ISSN (Print)2617-4820

Conference

ConferenceInternational fib Symposium on Performance-Based Approaches for Concrete Structures, 2016
Country/TerritorySouth Africa
CityCape Town
Period21/11/1623/11/16

Keywords

  • Aggregate
  • Concrete
  • Elastic Modulus

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science (miscellaneous)

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