Kotchkaryov D. The work and carrying capacity of reinforced concrete members under axial compressing force and bending in two planes

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0403U000221

Thesis Registration Form

0403U000221.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

24-12-2002

Specialized Academic Board

Д44.052.02

Essay

Object - non-uniplanar compressed reinforced elements with various eccentricities. The aim of research is offered the method of the determination of reinforced concrete elements under axial compressing force and bending in two planes. Methods - theoretical and experimental tests of experimental patterns. Theoretical results are geometrical characteristics of high levels, main system for intense-deformed condition description for reinforced concrete elements. Practical results are recommendation for engineer calculation method of normal section of compressed elements. Proved that square polynomial function may be used for determination of stress condition in stress concrete. Result of the thesis has been used in design of pre-cast reinforced concrete structures in Rivne. Sphere of use - building industry.

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