Blali E. Сomparison of the effective methods of strengthenings bending reinforced concrete elements

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0405U002883

Thesis Registration Form

0405U002883.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

01-07-2005

Specialized Academic Board

Д 26.056.04

Kyiv National University of Construction and Architecture

Essay

The result of experimental investigations on 15 series of concrete beams reinforced in tension region by effective materials: steel-fibro-concrete, organic concrete, glass fibre have been collected, summarized, analyzed and compared.All the investigations are realized according to the unified methods, developed and approved in KNUCA during 20 years. In short-term tests on destructive loads hardness, crack formation resistance and deformation of non-reinforced and reinforced samples were defined.Methods of calculation of reinforced structures are suggested taking into account physico-mechanical properties of modern effective materials, level of their participation in joint work of reinforced structures according to functioning normative documents and the latest achievements in reinforced concrete theory.

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Files

Введение.doc

Раздел 1.doc

Раздел 2.doc

Раздел 3.doc

Содержание.doc

ареф исп.doc

блали титул.doc

литература.doc

общие выводы.doc

раздел4.doc

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