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BAJER, M.; BARNAT, J.
Original Title
Dependence of ultimate bond stress on bonded anchor carrying cpacity
English Title
Type
Peer-reviewed article not indexed in WoS or Scopus
Original Abstract
This article describes an analysis of bonded anchors exposed to a tensile load. The results of the experiments performed give a global view of the influence of particular design parameters on the bearing capacity of anchor joints. An anchor's behaviour during its service life is affected by many parameters, such as the material characteristics of steel bolts, the characteristics of the base material (usually concrete), the bonding material's characteristics (glue or mortar), the installation process and the placing of the anchor, the influence of the concrete reinforcement, the tightening moment, the load type, etc. The experiments described in this paper are focused on problems with bond stress quality.
English abstract
Keywords
Bonded anchor, Bearing Capacity, Tensile load, Bond stress, Experiments, Numerical Modelling
Key words in English
Authors
RIV year
2010
Released
01.12.2009
ISBN
1210-3896
Periodical
Slovak Journal of Civil Engineering
Volume
2009
Number
4
State
Slovak Republic
Pages from
1
Pages to
7
Pages count
BibTex
@article{BUT49246, author="Miroslav {Bajer} and Jan {Barnat}", title="Dependence of ultimate bond stress on bonded anchor carrying cpacity", journal="Slovak Journal of Civil Engineering", year="2009", volume="2009", number="4", pages="1--7", issn="1210-3896" }