Publication detail

The influence of material and geometric parameters on the design of steel mechanical anchors to concrete under tension loading

ŠTRBA, M. KARMAZÍNOVÁ, M. VÁCLAVÍKOVÁ, V.

Original Title

The influence of material and geometric parameters on the design of steel mechanical anchors to concrete under tension loading

English Title

The influence of material and geometric parameters on the design of steel mechanical anchors to concrete under tension loading

Type

journal article in Scopus

Language

en

Original Abstract

This paper deals with some problems in case of the effective and efficient design of post-installed steel mechanical expansion anchors to concrete which are subjected to the tension loading using either static or cyclic loading force. Also the influence of some selected parameters and characteristics in case of the load-carrying capacity determination and of the actual behaviour of these fastening members is discussed.

English abstract

This paper deals with some problems in case of the effective and efficient design of post-installed steel mechanical expansion anchors to concrete which are subjected to the tension loading using either static or cyclic loading force. Also the influence of some selected parameters and characteristics in case of the load-carrying capacity determination and of the actual behaviour of these fastening members is discussed.

Keywords

design parameters, expansion anchors, failure modes, load-carrying capacity, loading tests, tension force

Released

24.07.2018

Publisher

North Atlantic University Union

Location

U.S.A.

ISBN

1998-4448

Periodical

International Journal of Mechanics

Year of study

12

Number

1

State

US

Pages from

131

Pages to

139

Pages count

9

Documents

BibTex


@article{BUT149080,
  author="Michal {Štrba} and Marcela {Karmazínová} and Veronika {Václavíková}",
  title="The influence of material and geometric parameters on the design of steel mechanical anchors to concrete under tension loading",
  annote="This paper deals with some problems in case of the effective and efficient design of post-installed steel mechanical expansion anchors to concrete which are subjected to the tension loading using either static or cyclic loading force. Also the influence of some selected parameters and characteristics in case of the load-carrying capacity determination and of the actual behaviour of these fastening members is discussed.",
  address="North Atlantic University Union",
  chapter="149080",
  howpublished="online",
  institution="North Atlantic University Union",
  number="1",
  volume="12",
  year="2018",
  month="july",
  pages="131--139",
  publisher="North Atlantic University Union",
  type="journal article in Scopus"
}