Shkola Y. Bearing capacity and stress-strain behaviour of reinforsed concrete rod element in compound pressed state

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0402U001981

Thesis Registration Form

0402U001981.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

14-06-2002

Specialized Academic Board

Д 41.085.01

Odessa State Academy of Civil Engineering and Architecture

Essay

The object is a reinforced concrete rod element with a rectangular shape section. The aims to research of developing crack, stress-strain behaviour and bearing capacity in compound pressed state. The methods are the theory of elastic, reinforced concrete mechanic, statistical methods. The new approach lies in that, what expressions for concrete and reinforcement shear diagram has been received. The bearing capacity determination general technique of reinforced concrete rod element has been worked out by combination action of the axis force, bending moments and tortion moment including constraint; normal and tangential stresses distribution problem has been solved for constraint tortion. This thesis has been developed by designing of construction. Orb of usage is a designing of reinforced concrete constructions

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