The stability of the wall of the main beam of the movable bridge (application of SP method)

The objects of the article are: analyze the work of the main beams of the movable span of the drop-down system near the axis of rotation; analyze the stress-strain state of the main beams of the movable span of the drop-down system near the axis of rotation; analyze the acceptability of the normativ...

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Main Authors: Chizhov Sergey, Pismak Artyom, Antonyuk Anatoly
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/17/e3sconf_ktti2020_06014.pdf
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author Chizhov Sergey
Pismak Artyom
Antonyuk Anatoly
author_facet Chizhov Sergey
Pismak Artyom
Antonyuk Anatoly
author_sort Chizhov Sergey
collection DOAJ
description The objects of the article are: analyze the work of the main beams of the movable span of the drop-down system near the axis of rotation; analyze the stress-strain state of the main beams of the movable span of the drop-down system near the axis of rotation; analyze the acceptability of the normative methodology (SP) for calculating the stability of the wall of a continuous steel beam during the design and calculation of movable bridge of the drop-down system. A computational-mathematical model of the movable span of the drop-down system is developed in a modern computational software package based on the finite element method. The main disadvantages of the normative methodology (SP) for calculating the wall stability of a continuous steel beam which used in design and calculation of movable bridge of a drop-down system are presented.
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spelling doaj.art-d4cc485d68f64a51a525b32c9545c1892022-12-21T19:46:05ZengEDP SciencesE3S Web of Conferences2267-12422020-01-011570601410.1051/e3sconf/202015706014e3sconf_ktti2020_06014The stability of the wall of the main beam of the movable bridge (application of SP method)Chizhov Sergey0Pismak Artyom1Antonyuk Anatoly2Emperor Alexander I St.Petersburg State Transport UniversityLengiprotransput a branch of Roszheldorproject JSCEmperor Alexander I St.Petersburg State Transport UniversityThe objects of the article are: analyze the work of the main beams of the movable span of the drop-down system near the axis of rotation; analyze the stress-strain state of the main beams of the movable span of the drop-down system near the axis of rotation; analyze the acceptability of the normative methodology (SP) for calculating the stability of the wall of a continuous steel beam during the design and calculation of movable bridge of the drop-down system. A computational-mathematical model of the movable span of the drop-down system is developed in a modern computational software package based on the finite element method. The main disadvantages of the normative methodology (SP) for calculating the wall stability of a continuous steel beam which used in design and calculation of movable bridge of a drop-down system are presented.https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/17/e3sconf_ktti2020_06014.pdf
spellingShingle Chizhov Sergey
Pismak Artyom
Antonyuk Anatoly
The stability of the wall of the main beam of the movable bridge (application of SP method)
E3S Web of Conferences
title The stability of the wall of the main beam of the movable bridge (application of SP method)
title_full The stability of the wall of the main beam of the movable bridge (application of SP method)
title_fullStr The stability of the wall of the main beam of the movable bridge (application of SP method)
title_full_unstemmed The stability of the wall of the main beam of the movable bridge (application of SP method)
title_short The stability of the wall of the main beam of the movable bridge (application of SP method)
title_sort stability of the wall of the main beam of the movable bridge application of sp method
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/17/e3sconf_ktti2020_06014.pdf
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