Theoretical and experimental analysis of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU96929" target="_blank" >RIV/00216305:26110/12:PU96929 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Theoretical and experimental analysis of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab
Original language description
The paper deals with the problems of the theoretical and experimental investigation of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab. The paper presents some results of the research oriented to the utilization ofhigh-strength steels and high-performance concretes in steel-concrete composite structural members. This paper is directed towards the theoretical analysis of the bending moment capacity and experimental verification of the actual bending moment capacity of steel-concrete composite beams with glass-fibre-concrete slab in connection with their actual behaviour and corresponding relevant failure mechanism. Within the framework of the bending moment capacity analysis four basic types of beams have been (or will be, respectively) investigated, all of them composed of 3 different steel IPE cross-sections and concrete slab. The attention was paid mainly to the efficiency of the utilization and the effectiveness of the contribution of glass-f
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach
Others
Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology
ISBN
978-1-61804-071-8
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
243-247
Publisher name
WSEAS Press
Place of publication
Cambridge, U.K.
Event location
Cambridge
Event date
Feb 25, 2012
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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