2019
DOI: 10.4028/www.scientific.net/msf.968.281
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Simulation of Performance of CFST Elements Containing Differentiated Profile Tubes Filled with Reinforced Concrete

Abstract: The approach to calculating CFST elements is considered in which physical non-linearity of materials, geometric non-linearity of the tube and the effect of increasing the strength of the core are taken into account. Finite element models are developed and proposed as the basis for more accurate method of calculating concrete-filled steel elements consisting of differentiated profile tubes filled with reinforced concrete. The technique uses a step iteration algorithm involving analytical dependencies and finite… Show more

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Cited by 11 publications
(6 citation statements)
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“…The solution to the mathematical model is performed in the MathCad software package using the Runge-Kutta method [19,20]. The calculation results are given in Figs.…”
Section: Geotechnical and Mining Mechanical Engineering Machine Buildingmentioning
confidence: 99%
“…The solution to the mathematical model is performed in the MathCad software package using the Runge-Kutta method [19,20]. The calculation results are given in Figs.…”
Section: Geotechnical and Mining Mechanical Engineering Machine Buildingmentioning
confidence: 99%
“…When determining the amplitude of equivalent dynamic stresses, the coefficient of the influence of side forces equal to 1.1 [28,29] was taken into consideration.…”
Section: Determining the Design Service Life Of The Bearing Structure Of A Tank Car Equipped With Y25 Bogiesmentioning
confidence: 99%
“…The system of differential equations ( 7) was solved using the Mathcad software package [21][22][23] in the form: =  . The initial movements and speeds were set to zero [24][25][26]:…”
Section: Determining the Dynamic Load On The Bearing Structure Of A Railroad Gondola With A Removable Roofmentioning
confidence: 99%