Dovbenko V. Stress-strained state of concrete bending elements reinforced by the polymer composition

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0415U001582

Thesis Registration Form

0415U001582.pdf

Applicant for

Dovbenko Volodymyr

Specialization

05.23.01 - Будівельні конструкції, будівлі та споруди

Date of defense

17-03-2015

Specialized Academic Board

К 47.104.06

National University of Water and Environmental Engineering

Essay

Thesis is applied to the study of the stress-strained state of concrete beams reinforced by the polymer composition for the actions of a single and low-cycle loading. New experimental data concerning the carrying capacity, deformation and fracture of the reinforced concrete beams reinforced by the polymer composition penetrating action based on polyisocyanate content. A method for calculation of reinforced concrete beams reinforced by the polymer composition according to the limit states of the second group.

Thesis supervisor

Babych Yevheniy

Official opponents

Савицький Микола Васильович
Воскобійник Олена Павлівна

Files

aref.doc

dis.doc

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