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Temperature Regime and Thermal Stress in a Concrete Massif with Pipe Cooling

  • N. A. AniskinEmail author
  • Nguyen Trong Chuc
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Using the Midas Civil 2011 software system, numerical studies were conducted of the temperature regime and thermal stress state of a concrete massif during its construction, for the cases without the use of, and with the use of, pipe cooling. The usage of pipe cooling made it possible to exclude the occurrence of critical values of temperature gradients and thereby minimize the risk of occurrence of thermal fractures.

Keywords

temperature regime thermal stress concrete massifs temperature fracturing pipe cooling 

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© Springer Science+Business Media, LLC, part of Springer Nature 2019

Authors and Affiliations

  1. 1.Moscow State University of Civil EngineeringMoscowRussia

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