Nabokova I. Calculation of selfstressed reinforced concrete structures, which are under the action of prolonged loading, with taking into consideration concrete creep

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0401U002744

Thesis Registration Form

0401U002744.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

27-09-2001

Specialized Academic Board

Д 08.085.02

Prydniprovsk State Academy of Civil Engineering and Architecture, Dnipropetrovs'k, Ukraine

Essay

Selfstressed reinforced concrete statically determined beams. The aim: calculation theory of selfstressed reinforced strucutures. Analitical methods, based on the solution of differential equations and quantity-differential method. Created theory of creep of selfstressed reinforced concrete is adapted to calculation Standard formulas. The novelty: nonlinear theory of concrete creep is applied for calculation of selfstress efforts, current streses. The object: beam stress-deformed condition from the action of prolonged deformation and force loading. Elaborated programs of calculation may be used in designing practice.

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