Analysis and Optimization of Three-Beam Traverse Structure Elements for Reactor Cavity Reinforced Concrete Block Installation

Increased demands are placed on the reliability and strength of structures used in the installation of equipment for nuclear power plants. At the same time, an excessive safety margin of the equipment used leads to an increase in its dimensions, weight and a significant rise in cost. The issue of re...

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Bibliographic Details
Main Authors: S. A. Tomilin, R. V. Pirozhkov, E. A. Tsvelik, E. V. Pinchuk, S. F. Godunov
Format: Article
Language:English
Published: Национальный исследовательский ядерный университет МИФИ 2022-08-01
Series:Глобальная ядерная безопасность
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Online Access:https://glonucsec.elpub.ru/jour/article/view/78
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Summary:Increased demands are placed on the reliability and strength of structures used in the installation of equipment for nuclear power plants. At the same time, an excessive safety margin of the equipment used leads to an increase in its dimensions, weight and a significant rise in cost. The issue of reducing the metal consumption of structures while maintaining the required performance criteria for this equipment is very relevant. The paper presents a model for optimizing the design of a three-beam traverse with a carrying capacity of 100 tons for reactor cavity reinforced concrete block installation. A verification calculation is carried out and recommendations on the optimization of design parameters are proposed on its basis.
ISSN:2305-414X
2499-9733