Analysis of High - Strength Steel Pin Connection

Josef Vičan; Matúš Farbák

doi:10.2478/cee-2020-0027

.blurhash-client-img { display: none !important; }

Analysis of High - Strength Steel Pin Connection

Civil and Environmental Engineering

Volume 16 (2020): Issue 2 (December 2020)

By: Josef Vičan and Matúš Farbák

Open Access

|Dec 2020

Abstract

The paper presents analytical and numerical analysis of the pin connection resistance made of high-strength steel used in the temporary bridge ŽM 60. The assessment of the pin connection was performed according to standard [1] and also using numerical analysis by means of numerical sophisticated calculations based on FEM analyses.

References

[1] STN EN 1993-1-8: Design of steel structures - Part 1-8: Design of joints. SUTN Bratislava 2005.
Search in Google Scholar Back to article
[2] REGULATION ŽM 60. Basic information about bridge ŽM 60.
Search in Google Scholar Back to article
[3] STN EN 1993-1-1: Design of steel structures. Part: 1-1: General rules and rules for buildings. SUTN Bratislava 2006.
Search in Google Scholar Back to article
[4] BENDIS, A.: The Fatigue Properties of 16 224. 6 Steel and Its Welded Joints. Zvaranie, 1985, 34.10, pp. 308-312.
Search in Google Scholar Back to article
[5] Analysis of the bridge ŽM 60. Vítkovice, 1982. Proceeded by Ing. Novotný.
Search in Google Scholar Back to article
[6] VIČAN, J. - FARBÁK, M.: Report from analysis of the pin connection of the bridge ŽM 60 lower chord. Department of Structures and Bridges, UNIZA 02/2019.
Search in Google Scholar Back to article
[7] ADINA, R. D. INC.: ADINA Theory and Modeling Guide, ADINA R&D, Watertown, Massachusetts, USA 2012.
Search in Google Scholar Back to article
[8] ANH LE XUAN: Dynamics of mechanical system with coulomb Friction. Foundation of Engineering Mechanics, Springer 2003, Berlin10.1007/978-3-540-36516-7
Search in Google Scholar Back to article
[9] KREJSA, M. et al: Numerical analysis of fatigue damage on selected connection of the crane bridge support structure. In: Engineering mechanics 2018: book of full texts. Prague: The Czech Academy of Science. The Institute of Theoretical and Applied Mechanics, 2018, pp. 437-440.
Search in Google Scholar Back to article
[10] VIČAN, J. at all: Existing Steel Railway Bridges Evaluation. In: Civil and Environmental Engineering. Vol. 12, Issue 2, 2016, pp. 103-110.
Search in Google Scholar Back to article
[11] DE BORST, R. - CRISFIELD, M. A. - REMMERS, J. J. - VERHOOSEL, C. V.: Nonlinear finite element analysis of solids and structures. John Wiley & Sons, 2012.10.1002/9781118375938
Search in Google Scholar Back to article

Articles in this issue

DOI: https://doi.org/10.2478/cee-2020-0027 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835

Journal RSS Feed

Language: English

Page range: 276 - 281

Published on: Dec 16, 2020

Published by: University of Žilina

In partnership with: Paradigm Publishing Services

Publication frequency: 4 issues per year

Keywords:

Lock,

Related subjects:

Business and economics,

Political economics,

Economic theory, systems and structures,

Business management,

Industries,

Environmental management

© 2020 Josef Vičan, Matúš Farbák, published by University of Žilina
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Volume 16 (2020): Issue 2 (December 2020)