Load-carrying capacity of steel-concrete compression members composed of high-strength materials

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU85588" target="_blank" >RIV/00216305:26110/09:PU85588 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Load-carrying capacity of steel-concrete compression members composed of high-strength materials
Original language description
The paper is focused on some problems of the actual behaviour and load-carrying capacity of steel-concrete members composed of high-strength steel (HSS) and high-performance concrete (HPC). In this paper basic illustrative information on selected resultsof experimental verification comparing with theoretical analysis for the particular type of these composite compression members is presented, for specimens of two cross-section types - circular tube (filled by concrete) and H-section (with concrete encasement between flanges), made of materials of these properties - steel yield strength of about 360 MPa and 450 MPa and concrete cube strength of about 100 MPa.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the 9th International Conference on Steel-Concrete Composite and Hybrid Structures "ASCCS 2009" held in Leeds
ISBN
978-981-08-3068-7
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
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Publisher name
Research Publishing Services
Place of publication
Singapore
Event location
Singapore
Event date
Jan 1, 2009
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000273559400026

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