Publication detail
Fatigue Resistance and Durability of New Mechanical Connections of Currently Developed Temporary Steel Footbridges and Railway Bridges
KARMAZÍNOVÁ, M. MELCHER, J.
Original Title
Fatigue Resistance and Durability of New Mechanical Connections of Currently Developed Temporary Steel Footbridges and Railway Bridges
English Title
Fatigue Resistance and Durability of New Mechanical Connections of Currently Developed Temporary Steel Footbridges and Railway Bridges
Type
journal article in Web of Science
Language
en
Original Abstract
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.
English abstract
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.
Keywords
Fatigue; resistance; durability; steel; temporary footbridge; railway bridge; mechanical connection; cyclic loading; failure mode; detail category; experimental verification; loading test; evaluation.
RIV year
2015
Released
01.09.2015
Publisher
Elsevier Ltd.
Location
Amsterdam
ISBN
1877-7058
Periodical
Procedia Engineering
Year of study
2015
Number
114
State
NL
Pages from
667
Pages to
675
Pages count
9
Documents
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",
annote="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.",
address="Elsevier Ltd.",
chapter="128091",
doi="10.1016/j.proeng.2015.08.008",
howpublished="online",
institution="Elsevier Ltd.",
number="114",
volume="2015",
year="2015",
month="september",
pages="667--675",
publisher="Elsevier Ltd.",
type="journal article in Web of Science"
}