Summary: The article is devoted to the study of the bearing capacity of thin-walled elements of designs at creep. In this case the ambient temperature and the pressure on the rod assumed to be constant, that is not changing in the time. At the end of the article shows the formula to determine the allowable stress on the rod at a corrosion and creep.
Key words: corrosion, thin-walled rod, creep, cylinder, load bearing capacity.
