Hrymak O. Strength, deformability and crack resistance of concrete beam structures of bridges with basalt and plastic reinforcement

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0419U002186

Thesis Registration Form

0419U002186.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

02-04-2019

Specialized Academic Board

Д 35.052.17

Lviv Polytechnic National University

Essay

The dissertation is dedicated to the study of the strength, width of the normal cracks opening and deflections of concrete and basaltic fibre concrete beams reinforced with basalt-plastic reinforcement under the action of static and lowcycle loads. As a result of experimental research, data of the stress-strain state of bent beam elements and influence on its performance of micro-arming by basaltic fiber were obtained. The influence of high-level lowcycle loads on the width of crack opening and deflection of such elements was determined.

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Files

autoreferat--Hrymak_AR.pdf

dis_Hrymak O. Ya.pdf

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