Vehera P. Carrying capacity of inclined cross sections of reinforced concrete beams strengthened by composite materials under loading

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0417U001938

Thesis Registration Form

0417U001938.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

19-04-2017

Specialized Academic Board

Д 35.052.17

Lviv Polytechnic National University

Essay

In the thesis the carrying capacity of inclined cross sections of concrete elements strengthened by composite materials jacketing different loading levels was investigated. The results of experimental studies carrying capacity of inclined cross sections reinforced FRCM system were obtained. The influence of construction load level at the time of the strengthening on the carrying capacity of reinforced inclined cross section was determined. Methodology for calculating strengthened inclined cross sections of reinforced concrete beams, based on DSTU B V.2.6-156: 2010 was used. The satisfactory convergences between theoretical and experimental results were obtained.

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Files

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