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KARMAZÍNOVÁ, M. MELCHER, J.
Originální název
Steel-concrete composite structural members using high-strength materials
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
The paper deals with the actual behaviour and load-carrying capacity of steel-concrete composite structural members composed of high-strength steels and concretes, especially in the comparison with steel-concrete members composed of normal-strength materials. The investigations of the actual behaviour of these steel-concrete composite structural members are based mainly on the experimental verification of the failure mechanisms and objective ultimate load-carrying capacities and on the subsequent evaluation of the results obtained from the tests and their generalization. The attention was mainly paid to the determination and evaluation of the load-carrying capacity of these structural members, i.e. columns and beams composed of high-strength steels and concretes, respecting the effective material usage and taking into account also other influences, which are significant for the resulting load-carrying capacity (column buckling, for example).
Klíčová slova
High-strength steel, high-strength concrete, steel-concrete beams, steel-concrete columns, buckling resistance, bending moment resistance, experimental verification.
Autoři
KARMAZÍNOVÁ, M.; MELCHER, J.
Rok RIV
2011
Vydáno
13. 7. 2011
Nakladatel
Research Publishing Services: Singapore
Místo
Singapore
ISBN
978-981-08-9247-0
Kniha
Proceedings of the 7th International Conference on Steel and Aluminium Structures "Advances in Steel and Aluminium Structures"
Edice
I.
Číslo edice
1.
Strany od
246
Strany do
252
Strany počet
7
BibTex
@inproceedings{BUT90255, author="Marcela {Karmazínová} and Jindřich {Melcher}", title="Steel-concrete composite structural members using high-strength materials", booktitle="Proceedings of the 7th International Conference on Steel and Aluminium Structures {"}Advances in Steel and Aluminium Structures{"}", year="2011", series="I.", number="1.", pages="246--252", publisher="Research Publishing Services: Singapore", address="Singapore", isbn="978-981-08-9247-0" }