Detail publikačního výsledku

Fatigue loading tests of new bolt assembly joints for perspective temporary steel railway bridges

KARMAZÍNOVÁ, M.; ŠTRBA, M.; PILGR, M.

Originální název

Fatigue loading tests of new bolt assembly joints for perspective temporary steel railway bridges

Anglický název

Fatigue loading tests of new bolt assembly joints for perspective temporary steel railway bridges

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The papaer deals with the problems of the actual behaviour, failure mechanism and load-carrying capacity of the special bolt connection developed and intended for the assembly connections of truss main girders of perspective temporary steel railway bridges. Within the framework of the problem solution, several types of structural details of assembly joints were considered as the conceptual structural design. Following the preliminary evaluation of their advantages or disadvantages, two basic structural configurations have been chosen for the subsequent detailed investigation, which is mainly based on the experimental verification of the actual behaviour, failure mechanism and corresponding load-carrying capacity of the connection. The paper is only focused on the cyclic (fatigue) test results of so-called splice-plate connections and their evaluation already finished. Simultaneously with the fatigue tests, the static loading tests have also been realized, however these ones are not the subject of the paper.

Anglický abstrakt

The papaer deals with the problems of the actual behaviour, failure mechanism and load-carrying capacity of the special bolt connection developed and intended for the assembly connections of truss main girders of perspective temporary steel railway bridges. Within the framework of the problem solution, several types of structural details of assembly joints were considered as the conceptual structural design. Following the preliminary evaluation of their advantages or disadvantages, two basic structural configurations have been chosen for the subsequent detailed investigation, which is mainly based on the experimental verification of the actual behaviour, failure mechanism and corresponding load-carrying capacity of the connection. The paper is only focused on the cyclic (fatigue) test results of so-called splice-plate connections and their evaluation already finished. Simultaneously with the fatigue tests, the static loading tests have also been realized, however these ones are not the subject of the paper.

Klíčová slova

Fatigue; loading test; bolt assembly joints; temporary; railway; steel bridges.

Klíčová slova v angličtině

Fatigue; loading test; bolt assembly joints; temporary; railway; steel bridges.

Autoři

KARMAZÍNOVÁ, M.; ŠTRBA, M.; PILGR, M.

Rok RIV

2017

Vydáno

01.03.2016

Nakladatel

CRC Press/Balkema, Taylor & Francis Group, London, UK

Místo

London, CPI Group (UK) Ltd, Croydon, CR0 4YY

ISBN

978-1-138-02907-1

Kniha

Advances and Trends in Engineering Sciences and Technologies

Edice

I

Strany od

75

Strany do

80

Strany počet

6

URL

http://www.crcnetbase.com/doi/abs/10.1201/b19249-15

BibTex

@inproceedings{BUT127350,
  author="Marcela {Karmazínová} and Michal {Štrba} and Milan {Pilgr}",
  title="Fatigue loading tests of new bolt assembly joints for perspective temporary steel railway bridges",
  booktitle="Advances and Trends in Engineering Sciences and Technologies",
  year="2016",
  series="I",
  number="1.",
  pages="75--80",
  publisher="CRC Press/Balkema, Taylor & Francis Group, London, UK",
  address="London, CPI Group (UK) Ltd, Croydon, CR0 4YY",
  doi="10.1201/b19249-15",
  isbn="978-1-138-02907-1",
  url="http://www.crcnetbase.com/doi/abs/10.1201/b19249-15"
}