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Technical inspection of buildings. Influence of measurement errors of the parameters for a reinforced concrete beam

Abstract

Technical inspection of buildings. Influence of measurement errors of the parameters for a reinforced concrete beam

Safina L.Kh.

Incoming article date: 14.05.2022

The article is devoted to assessing the influence of errors in the experimental determination of initial data by non-destructive methods for recalculating the bearing capacity of building structures. When conducting an inspecting procedure the technical condition of the building structures that have been in operation for a long time, one of the main tasks is to determine their current operational suitability and predict their durability. The author considers possible errors or inaccuracies in the measurements of the physical, mechanical and geometric characteristics of a reinforced concrete beam (concrete class and reinforcement parameters). The degree of their influence on the change in the bearing capacity of the beam is compared. The conclusion is made about the greatest influence on the actual value of Mult (up to 34.5%) occurs from an incorrect determination of the diameter of the working reinforcement. Errors in determining the class of concrete remain within 1%; accuracy of determining the thickness of the protective layer - within 1.5% and they have a significantly smaller impact on the value of Mult.

Keywords: inspection of existing structures, methods of non-destructive testing, calculating of bending structures, reinforcement parameters