Improving method of the analysis of stress-deformed condition of towers cylindrical column portal crane

Authors

  • Yu. G. Sagirov ДВНЗ «Приазовський державний технічний університет», м. Маріуполь, Ukraine

DOI:

https://doi.org/10.31498/2225-6733.25.2012.29541

Keywords:

portal crane, steel structure, the spatial model, finite element method, Solid Works, Cosmos Works, durability

Abstract

Developed a spatial model steel portal crane. The analysis of the stress state of the column. We propose a refined method of analysis of the stress-strain state of metal tower cylindrical column gantry crane

Author Biography

Yu. G. Sagirov, ДВНЗ «Приазовський державний технічний університет», м. Маріуполь

Кандидат технічних наук, доцент

References

Михеев В.А. Специальные краны. Учебник для студентов технических ВУЗов / В.А. Михеев, В.Т. Власов. - Мариуполь: ПГТУ, 2004. – 424 с.

Петухов П.З. Специальные краны: учебное пособие для машиностроительных ВУЗов / П.З. Петухов, Г.П. Ксюнин, Л.Г. Серлин. - М.: Машиностроение, 1985. – 248 с.

Брауде В.И. Справочник по кранам: В 2 т., Т. 1. / В.И. Брауде, М.М. Гохберг, И.Е.Звягин. – М.: Машиностроение, 1988. – 536 с.

Алямовский А.А. Solid Works / Компьютерное моделирование в инженерной практике / А.А. Алямовский, А.А. Собачкин, Е.В. Одинцов. - СПб.: БВХ-Петербург. - 2005. - 800 с.

Downloads

How to Cite

Sagirov, Y. G. (2014). Improving method of the analysis of stress-deformed condition of towers cylindrical column portal crane. Reporter of the Priazovskyi State Technical University. Section: Technical Sciences, (25), 207–212. https://doi.org/10.31498/2225-6733.25.2012.29541

Issue

No. 25 (2012): Reporter of the Priazovskyi State Technical University. Section: Technical sciences

Section

Equipment and repairs

License

The journal «Reporter of the Priazovskyi State Technical University. Section: Technical sciences» is published under the CC BY license (Attribution License).

This license allows for the distribution, editing, modification, and use of the work as a basis for derivative works, even for commercial purposes, provided that proper attribution is given. It is the most flexible of all available licenses and is recommended for maximum dissemination and use of non-restricted materials.

Authors who publish in this journal agree to the following terms:

1. Authors retain the copyright of their work and grant the journal the right of first publication under the terms of the Creative Commons Attribution License (CC BY). This license allows others to freely distribute the published work, provided that proper attribution is given to the original authors and the first publication of the work in this journal is acknowledged.

2. Authors are allowed to enter into separate, additional agreements for non-exclusive distribution of the work in the same form as published in this journal (e.g., depositing it in an institutional repository or including it in a monograph), provided that a reference to the first publication in this journal is maintained.