Publication 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

conference paper

Language

en

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.

RIV year

2011

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.

Edition number

1.

Pages from

246

Pages to

252

Pages count

7

Documents

BibTex


@inproceedings{BUT90255,
  author="Marcela {Karmazínová} and Jindřich {Melcher}",
  title="Steel-concrete composite structural members using high-strength materials",
  annote="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).",
  address="Research Publishing Services: Singapore",
  booktitle="Proceedings of the 7th International Conference on Steel and Aluminium Structures "Advances in Steel and Aluminium Structures"",
  chapter="90255",
  edition="I.",
  howpublished="print",
  institution="Research Publishing Services: Singapore",
  year="2011",
  month="july",
  pages="246--252",
  publisher="Research Publishing Services: Singapore",
  type="conference paper"
}