DEFORMATION OF STEEL FIBER CONCRETE SLABS THAT ARE COUNTER SUPPORTED UNDER RECURRING LOAD
Abstract
Experimental and theoretical researches were conducted tensely deformed to the state one, and two-layer concrete, reinforce-concrete and steel fiber concrete slabs under the action of the transversal loading.
By the general picture of bandings of slabs at the repeated loadings, up to their destruction there is the by turn passing of three stages of work of construction. It is the stage the elastic work to appearance of the first crack, stage of exploitation, that works with cracks and stage of destruction.
At studied deformations of supported on four sides slabs under the action in loading the calculation of own experimental researches and comparison of the experimental bindings of the noted slabs with theoretical calculations after different methods and operating normative documents.
References
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