Shinkaryuk Y. Strength, deformability and crack resistance of slabs with small percentage of reinforcement in cases of pure bending in two directions with dead and cyclic loading

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0406U002624

Thesis Registration Form

0406U002624.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

16-06-2006

Specialized Academic Board

Д 26.056.04

Kyiv National University of Construction and Architecture

Essay

Research of influences of dead and cyclic loading into strength, deformability and crack resistance of slabs with small percentage of reinforcement are presented in thesis. Results of experimental investigation of bearing resistance of slabs and loading leading to formation of cracks, experimental investigation and theoretical study of height of compression and tension region under crack, crack spacing and crack width of working in two directions slabs in case of pure bending are included too. Design procedure of crack width taking into account influence of height of tension region under crack in working in two directions slabs is proposed.

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Files

Part 1.doc

Part 2.doc

Part 3.doc

Part 4.doc

АВТОРЕФЕР ШИНКАРЮК Ю.Н..doc

ВИСНОВКИ.doc

ВСТУП.doc

ЗМІСТ.doc

Лiтература.doc

Титульний.doc

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