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

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU119881" target="_blank" >RIV/00216305:26110/16:PU119881 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.crcnetbase.com/doi/abs/10.1201/b19249-15" target="_blank" >http://www.crcnetbase.com/doi/abs/10.1201/b19249-15</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1201/b19249-15" target="_blank" >10.1201/b19249-15</a>

Jazyk výsledku

angličtina

Název v původním jazyce

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

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

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

Popis výsledku anglicky

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.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/LO1408" target="_blank" >LO1408: AdMaS UP - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2016

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Advances and Trends in Engineering Sciences and Technologies

ISBN

978-1-138-02907-1

ISSN

—

e-ISSN

—

Počet stran výsledku

6

Strana od-do

75-80

Název nakladatele

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

Místo vydání

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

Místo konání akce

Tatranská Štrba

Datum konání akce

27. 5. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000417242200013