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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
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EDP Sciences
2020-01-01
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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. |
first_indexed | 2024-12-20T08:53:38Z |
format | Article |
id | doaj.art-d4cc485d68f64a51a525b32c9545c189 |
institution | Directory Open Access Journal |
issn | 2267-1242 |
language | English |
last_indexed | 2024-12-20T08:53:38Z |
publishDate | 2020-01-01 |
publisher | EDP Sciences |
record_format | Article |
series | E3S Web of Conferences |
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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