Dependence of ultimate bond stress on bonded anchor carrying cpacity

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU85675" target="_blank" >RIV/00216305:26110/09:PU85675 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Dependence of ultimate bond stress on bonded anchor carrying cpacity

Original language description

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 andthe 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.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

Result was created during the realization of more than one project. More information in the Projects tab.

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2009

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

Slovak Journal of Civil Emgineering

ISSN

1210-3896

e-ISSN

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Volume of the periodical

2009

Issue of the periodical within the volume

4

Country of publishing house

SK - SLOVAKIA

Number of pages

7

Pages from-to

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UT code for WoS article

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EID of the result in the Scopus database

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