THE DURABILITY OF REINFORCED CONCRETE STRUCTURAL ELEMENTS
Abstract
The paper is devoted to the simulation of nonlinear creep of concrete structural elements by different actions. High priority of the research theme is justified, the aim and goals are formulated. The mathematical problem statement of creep of concrete structural elements is presented. The creep problems of thin-walled structural members, which are deformities under the action of different actions varying load were solved by use of developed software. Presents a calculation example of thin slabs on creep. The conclusions about the adequacy of the analysis of the reliability and durability of reinforced concrete structures.Keywords: creep, long-term strength, reinforced construction.
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