Ужегов С. Bearing capacity, crack resistance and deformability of thin-walled shells of the type "hyperbolic paraboloid" using steel fiber reinforced concrete

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0419U002798

Thesis Registration Form

0419U002798.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

21-05-2019

Specialized Academic Board

К 47.104.06

National University of Water and Environmental Engineering

Essay

The technique and the program of experimental researches of the stress-strain state and crack resistance of thin-walled shells of steel fiber reinforced concrete during the action of single and repeated (low-cycle) loads are developed. As a result of experimental researches it has been defined that designs of thin-walled shells shaped a hyperbolic paraboloid of steel fiber reinforced concrete at single and repeated loadings have the higher bearing capacity, rigidity and crack resistance in comparison with shells of regular reinforced concrete.

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Files

autoreferat--aref.doc

dis.doc

dis.doc

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