Detail publikačního výsledku

Fatigue Resistance and Durability of New Mechanical Connections of Currently Developed Temporary Steel Footbridges and Railway Bridges

KARMAZÍNOVÁ, M.; MELCHER, J.

Originální název

Fatigue Resistance and Durability of New Mechanical Connections of Currently Developed Temporary Steel Footbridges and Railway Bridges

Anglický název

Fatigue Resistance and Durability of New Mechanical Connections of Currently Developed Temporary Steel Footbridges and Railway Bridges

Druh

Článek WoS

Originální abstrakt

On the workplace of paper authors, the experimental studies of the fatigue behaviour and fatigue resistance of several new types of steel mechanical connections have been performed recently. The problems of mechanical connections mentioned above have been solved in the past within the projects of the development of new types of advanced temporary steel bridges and footbridges, with the support of the programme of applied research, development and innovations of the Technology Agency of the Czech Republic. These newly developed connections represent the assembly joints based on the bolts and pins together with plates. Within this investigation, fatigue tests of connections have been performed. The experimental studies have been oriented to the verification of the behaviour of those connections and especially, the fatigue strength, and subsequently the fatigue resistance and durability of the structural detail according to the configuration and structural design.

Anglický abstrakt

On the workplace of paper authors, the experimental studies of the fatigue behaviour and fatigue resistance of several new types of steel mechanical connections have been performed recently. The problems of mechanical connections mentioned above have been solved in the past within the projects of the development of new types of advanced temporary steel bridges and footbridges, with the support of the programme of applied research, development and innovations of the Technology Agency of the Czech Republic. These newly developed connections represent the assembly joints based on the bolts and pins together with plates. Within this investigation, fatigue tests of connections have been performed. The experimental studies have been oriented to the verification of the behaviour of those connections and especially, the fatigue strength, and subsequently the fatigue resistance and durability of the structural detail according to the configuration and structural design.

Klíčová slova

Fatigue; resistance; durability; steel; temporary footbridge; railway bridge; mechanical connection; cyclic loading; failure mode; detail category; experimental verification; loading test; evaluation.

Klíčová slova v angličtině

Fatigue; resistance; durability; steel; temporary footbridge; railway bridge; mechanical connection; cyclic loading; failure mode; detail category; experimental verification; loading test; evaluation.

Autoři

KARMAZÍNOVÁ, M.; MELCHER, J.

Rok RIV

2017

Vydáno

01.09.2015

Nakladatel

Elsevier

Místo

Amsterdam

ISSN

1877-7058

Periodikum

Procedia Engineering

Svazek

114

Číslo

1

Stát

Spojené království Velké Británie a Severního Irska

Strany od

667

Strany do

675

Strany počet

9

URL

https://www.sciencedirect.com/science/article/pii/S1877705815016471

Plný text v Digitální knihovně

http://hdl.handle.net/11012/201069

BibTex

@article{BUT128091,
  author="Marcela {Karmazínová} and Jindřich {Melcher}",
  title="Fatigue Resistance and Durability of New Mechanical Connections of Currently Developed Temporary Steel Footbridges and Railway Bridges",
  journal="Procedia Engineering",
  year="2015",
  volume="114",
  number="1",
  pages="667--675",
  doi="10.1016/j.proeng.2015.08.008",
  url="https://www.sciencedirect.com/science/article/pii/S1877705815016471"
}

Dokumenty

1-s2.0-S1877705815016471-main