Publication result detail

Steel-concrete composite structural members using high-strength materials

KARMAZÍNOVÁ, M.; MELCHER, J.

Original Title

Steel-concrete composite structural members using high-strength materials

English Title

Steel-concrete composite structural members using high-strength materials

Type

Paper in proceedings (conference paper)

Original Abstract

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).

English abstract

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).

Keywords

High-strength steel, high-strength concrete, steel-concrete beams, steel-concrete columns, buckling resistance, bending moment resistance, experimental verification.

Key words in English

High-strength steel, high-strength concrete, steel-concrete beams, steel-concrete columns, buckling resistance, bending moment resistance, experimental verification.

Authors

KARMAZÍNOVÁ, M.; MELCHER, J.

RIV year

2012

Released

13.07.2011

Publisher

Research Publishing Services: Singapore

Location

Singapore

ISBN

978-981-08-9247-0

Book

Proceedings of the 7th International Conference on Steel and Aluminium Structures "Advances in Steel and Aluminium Structures"

Edition

I.

Pages from

246

Pages to

252

Pages count

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"
}