CALCULATION OF DEFORMATION CHANGES OF CENTRALLY COMPRESSED REINFORCED CONCRETE COLUMNS IN DRY HOT CLIMATIC CONDITIONS

Authors

  • Rizaev Bakhodir
  • Akhmedov Islombek
  • Khamidov Adhamjon
  • Kholmirzaev Sattor
  • Umarov Isroiljon
  • Khakimov Sodikjon

Keywords:

Keywords: crack resistance, thermocouple, solar radiation, temperature and shrinkage deformations, working conditions, strength, long-term loading, permanent mode, elastic-compressed reinforced concrete element, elastic-plastic state, shrinkage, width of crack disclosure, the strength and deformation properties of honeycomb stacked reinforced concrete columns in dry roast climate conditions

Abstract

Abstract. This article is devoted to theoretical and experimental study of the
deformative characteristics of high-center-compressed reinforced concrete elements in
a dry roast climate. Based on the conducted studies, it was established: in conditions
of dry roast climate, the physicomechanical and deformation properties of concrete
changed from the temperature and humidity of the air, which should be taken into
account in the calculations.

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Published

2022-12-28

How to Cite

Rizaev Bakhodir, Akhmedov Islombek, Khamidov Adhamjon, Kholmirzaev Sattor, Umarov Isroiljon, & Khakimov Sodikjon. (2022). CALCULATION OF DEFORMATION CHANGES OF CENTRALLY COMPRESSED REINFORCED CONCRETE COLUMNS IN DRY HOT CLIMATIC CONDITIONS . Journal of New Century Innovations, 19(6), 162–170. Retrieved from https://newjournal.org/new/article/view/2048

Issue

Vol. 19 No. 6 (2022): Journal of new century innovations | www.newjournal.org | Volume-19 | Issue-6

Section

Articles

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