Klympush M. Strength, endurance and deformability of the reinforced concrete bending elements, strengthened by the bonded carbon fiber reinforced plastics (CFRP) bands.

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0410U004384

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

29-09-2010

Specialized Academic Board

Д 26.059.02

Essay

The aim is experimental and theoretical studies of the stress-strain state, strength, endurance, fatigue and strain of reinforced concrete beams reinforced composites COAL, with static and repeated loads, and develop a method of calculation for the I-II-Y and Z groups of boundary conditions, and implementation of this method in the reconstruction of reinforced concrete bridge with its reinforcement beams. Object of research - the process of deformation of reinforced concrete structures, working jointly with coal plastic composites. Subject of research - zhynani concrete elements, reinforced in the stretched zone additional external reinforcement glued COAL composites, their strength, endurance and deformation. The scientific novelty of the work are: first new data on strength, endurance, fatigue and deformation of reinforced concrete beams reinforced composite strips, with static and repeated loads, first developed a model of stress-strain state zhynanyh bridge elements reinforced composite COAL tapes, and method their calculation for the first and second groups of boundary conditions.

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