Prisyazhnyuk M. Tensely - deformed state of the multihollow ribbed slabs reinforced by steel profiled flooring.

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0409U005750

Thesis Registration Form

0409U005750.pdf

Applicant for

Prisyazhnyuk Mykolay Vladymyrovich

Specialization

05.23.01 - Будівельні конструкції, будівлі та споруди

Date of defense

11-12-2009

Specialized Academic Board

К 26.833.01

State Enterprise "The State Research Institute of Building Constructions"

Essay

Dissertation is devoted to experimental and theoretical research of tensely - deformed state of new multihollow ribbed slabs reinforced by steel profiled flooring. It is set that structural solution of the multihollow ribbed slabs is offered differs efficiency on the indexes of own weight and specific bearing strength due to the decline of volume of concrete, located in the stretched area. Developed method of calculation of strength of normal and sloping sections of the multihollow ribbed flags with the use of complete diagram of concrete deformations, that allows to get the physically grounded efforts which are perceived a concrete and steel profiled flooring. With the use of finite-element model of the multihollow ribbed slab distributing of tensions in the compressed concrete and steel profiled flooring at cross-bending are set and their accordance to experimental information, accepted calculation pre-conditions and modern presentations about work of the reinforced concrete.

Thesis supervisor

Davydenko Alexsandr Ivanovych

Official opponents

Стороженко Леонід Іванович
Аметов Юрій Григорович

Files

автореферат--автореферат.doc

дисертация--Soderganie 1.doc

дисертация--VVEDENIE.doc

дисертация--Vivodi 1.doc

дисертация--БИБЛИОГРАФИЯ.doc

дисертация--Раздел 1.doc

дисертация--Раздел 2.doc

дисертация--Раздел 3.doc

дисертация--Раздел 4.doc

дисертация--ТИТУЛ.doc

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