On Nonlinear Deformation of Concrete at Elevated Temperatures

Lyudmila S. Polyakova, Vladimir I. Andreev
2017 Proceedings of the 2017 6th International Conference on Energy and Environmental Protection (ICEEP 2017)   unpublished
The paper considers the influence of elevated temperatures in the range from 20 °C to 200 °C in the mechanical properties of the concrete: the thermal expansion, elastic modulus, shear deformation coefficient, strength.Functions describing the dependences of the mechanical characteristics of concrete on temperature as well as functions approximating the nonlinear diagram deformation of concrete at elevated temperatures are proposed.
doi:10.2991/iceep-17.2017.14 fatcat:ncrzrmoglffzljz64yv67w3p3y