Effect of hot weather on strength of reinforced concrete beams

Abdul Ghafoor F. Abbasi*, Abdul Hamid J. Al-Tayyib, Mohammad Budewi Al-Ali

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

14 Scopus citations

Abstract

Many development projects being executed in hot-climate countries involve construction of reinforced concrete structures in hot weather. Three basic concepts for which these structures are designed are moment, shear, and bond/development length. This paper presents results of tests conducted on 52 reinforced concrete beams of various dimensions containing reinforcing bars of various sizes and yield strengths. The beams were prepared and cured in hot-weather environments at varioys concrete mix temperatures. The results of the tests show that, even if proper precautions are taken to obtain the required compressive strength of the concrete, the strength of the reinforced concrete beams prepared and cured in hot weather could be reduced by as much as 25% when the concrete mix temperature reaches 45°C (126·00°F).

Original languageEnglish
Pages (from-to)209-221
Number of pages13
JournalCement and Concrete Composites
Volume14
Issue number3
DOIs
StatePublished - 1992

Bibliographical note

Funding Information:
This research work was carried out in the Civil Engineering Department of King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia, and was supported by King Abdulaziz City for Science and Technology under the research project AR-4 BLDG.

Keywords

  • Moment
  • bond/development length
  • compressive strength
  • effective depth
  • modulus of elasticity
  • modulus of rupture
  • moment capacity
  • shear
  • shear strength
  • split tensile strength
  • yield strength

ASJC Scopus subject areas

  • Building and Construction
  • General Materials Science

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