Mironenko I. Realization of model plasticity of concrete in the calculation of reinforced concrete structures by the finite element method.

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0407U001872

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

10-04-2007

Specialized Academic Board

Д.41.085.01

Essay

The object - the mechanical parameters of concrete and reinforced concrete at the combined stress state are the subject of inquiry, concrete and reinforced concrete constructions in plane stress condition; the aim – development of the method of calculation of reinforced concrete constructions in plane stress state, taking into account the real material properties on the base of theory of flow of concrete and finite elements method; methods – finite elements method using the iterative procedures on the base of general principles of mechanics of the deformed solid, plasticity theory apparatus and numerical methods of physic nonlinear problem solving; novelty - the library of non-uniform finite elements for the simulation of concrete behavior has been offered, it has been built by the inclusion of insertions in the set of standard flat concrete elements in the form of slender bars simulating the reinforcement behavior; results – more complete theoretical data about the nature of the stress and strainstate of specific concrete structures in plane stress state has beem obtained; application - it has been applied in the water projects for loading complexes in the ports of Mariupol, Sevastopol, Nikolaev, Ilyichevsk; scope of use – designing of concrete structures in plane stress.

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