Influence of quality on the stress-strain state of the road fence post assembly
I. V. DemiyanushkoDepartment of Structural Mechanics, Moscow Automobile and Road Construction State Technical University (MADI), 64, Leningradsky Prospect, Moscow, 125319, RussiaV.S. NadezhdinDepartment of Structural Mechanics, Moscow Automobile and Road Construction State Technical University (MADI), 64, Leningradsky Prospect, Moscow, 125319, RussiaО. В. ТитовDepartment of Structural Mechanics, Moscow Automobile and Road Construction State Technical University (MADI), 64, Leningradsky Prospect, Moscow, 125319, RussiaA. G. LokitDepartment of Structural Mechanics, Moscow Automobile and Road Construction State Technical University (MADI), 64, Leningradsky Prospect, Moscow, 125319, Russia
2020en
ABI
Annotatsiya
Abstract In article compares results of mathematical modeling by the finite element method (FEM) for different assembly options. The object of the study was a prefabricated bridge guardrail post made of steel 3. After mathematical modeling, post deformation patterns obtained, corresponding to different eccentricity values of the installed post plate
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