Finite Element Analysis of CRCP Slab Track System Designed with Active Crack Control

Prakoso, Puguh Budi; Lechner, Bernhard

doi:10.1109/icevt48285.2019.8993995

Cited by 3 publications

(1 citation statement)

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“…According to the data obtained by us [15], we defined the values of temperature drop between the outer and inner surfaces and the temperature change on the support surface. We determined, based on calculations, that the maximum tensile stresses occur on the northern side of the support in its lower part having the largest diameter.…”

Section: Solutionmentioning

confidence: 99%

Assessment of the concrete part of the contact system supports in the field

Demina

Vlasenko

2020

E3S Web Conf.

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This article describes the issues of historical tour to the development of the supporting facilities fleet on the electrified railways of Russia; it considers the causal relationships of defect formation in reinforced concrete supports of the contact line. For the given operating conditions, a 3D model of the interior bracket-type reinforced concrete support was created in the SolidWorks software package. Using the SolidWorks Simulation module, the engineering review of the reinforced concrete support tension was made using the developed computation algorithm. 3D images of the support model were visualized from operating loads under design conditions and the values of the strain in the support height subject to the exposure to additional factors.

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Section: Solutionmentioning

confidence: 99%