Effect of hot weather on modulus of rupture and splitting tensile strength of concrete

  • A. F. Abbasi*
  • , A. J. Al-Tayyib
  • *Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

15 Scopus citations

Abstract

Several costly precautions for reducing temperature of concrete are specified in construction specifications for concreting in hot weather so that workability and compressive strength of concrete are not adversely affected. This paper presents the results of tests conducted for modulus of rupture and splitting tensile strength of concrete prepared at different temperatures and moist cured in hot weather conditions. It has been found that, even if the required compressive strength of concrete in hot weather conditions is obtained, the modulus of rupture and splitting tensile strength of concrete could be reduced by 22 and 11 percent respectively.

Original languageEnglish
Pages (from-to)233-244
Number of pages12
JournalCement and Concrete Research
Volume15
Issue number2
DOIs
StatePublished - Mar 1985

Bibliographical note

Funding Information:
This research work was carried out in the Civil Engineering Department of the University of Petroleum and Minerals, Dhahran, Saudi Arabia, and was supported by Saudi Arabian National Center for Science and Technology, Riyadh, Saudi Arabia, under the Research Project AR-4 BLDG.

ASJC Scopus subject areas

  • Building and Construction
  • General Materials Science

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