Keywords
creep
transverse expansion
long-term strength
How to Cite
Abstract
The aim of the article was to study the quantitative and qualitative relationship between the tensile and compressive strength limits of concrete from the standpoint of the adsorption theory of the nature of creep in solids.
According to this theory, the creep of concrete is due to the additional stress generated by the constant external force and the creeping effect of water as a surfactant.
The adsorption theory of concrete creep does not take into account another view of concrete creep, which is based on the properties of cement stone, namely the crystalline formation (the elastic component of cement stone) and the gel. (plastic component of cement stone) theoretical hypothesis of stress distribution between.
References
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