Publication result detail

On the problems of actual behaviour and load-carrying capacity of steel anchor bolts subjected to repeated tension loading

ŠTRBA, M.; KARMAZÍNOVÁ, M.

Original Title

On the problems of actual behaviour and load-carrying capacity of steel anchor bolts subjected to repeated tension loading

English Title

On the problems of actual behaviour and load-carrying capacity of steel anchor bolts subjected to repeated tension loading

Type

Paper in proceedings (conference paper)

Original Abstract

The paper deals with some selected problems and brings some information about the experimental research oriented to the post-installed mechanical fastening members, steel expansion anchors to concrete, in case of steel-bolt failure, which is one of two basic and most often modes of failure in the event of these anchorage elements. They are known values of their load-carrying capacity only in case of static (monotonic) tension force, but they are also often subjected to cyclic (repeated) loading, too. That is why it seems to be useful to know also their values of cyclic tension capacity. Therefore for the determination of load-carrying capacity in case of repeated loading they were used the experiments with the cyclic tensile force in comparison with the known static values and next they were found their dependences.

English abstract

The paper deals with some selected problems and brings some information about the experimental research oriented to the post-installed mechanical fastening members, steel expansion anchors to concrete, in case of steel-bolt failure, which is one of two basic and most often modes of failure in the event of these anchorage elements. They are known values of their load-carrying capacity only in case of static (monotonic) tension force, but they are also often subjected to cyclic (repeated) loading, too. That is why it seems to be useful to know also their values of cyclic tension capacity. Therefore for the determination of load-carrying capacity in case of repeated loading they were used the experiments with the cyclic tensile force in comparison with the known static values and next they were found their dependences.

Keywords

actual behaviour, tension force, cyclic (repeat) loading, anchoring, steel-bolt failure, loading tests, experimental verification, load-carrying capacity determination, design assisted by testing

Key words in English

actual behaviour, tension force, cyclic (repeat) loading, anchoring, steel-bolt failure, loading tests, experimental verification, load-carrying capacity determination, design assisted by testing

Authors

ŠTRBA, M.; KARMAZÍNOVÁ, M.

RIV year

2013

Released

01.12.2012

Publisher

WSEAS Press

Location

Paris, France

ISBN

978-1-61804-137-1

Book

Recent Advances in Engineering – Proceedings of 3rd European Conference of Civil Engineering (ECCIE'12)

Edition

I

ISBN

2227-4588

Periodical

Advances in Mathematical and Computational Methods

Volume

2012

State

Hellenic Republic

Pages from

273

Pages to

276

Pages count

4

BibTex

@inproceedings{BUT97332,
  author="Michal {Štrba} and Marcela {Karmazínová}",
  title="On the problems of actual behaviour and load-carrying capacity of steel anchor bolts subjected to repeated tension loading",
  booktitle="Recent Advances in Engineering – Proceedings of 3rd European Conference of Civil Engineering (ECCIE'12)",
  year="2012",
  series="I",
  journal="Advances in Mathematical and Computational Methods",
  volume="2012",
  number="1",
  pages="273--276",
  publisher="WSEAS Press",
  address="Paris, France",
  isbn="978-1-61804-137-1",
  issn="2227-4588"
}