Output details
14 - Civil and Construction Engineering
University of Bradford
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Article title
Mechanism Analysis for Concrete Breakout Capacity of Single Anchors in Tension
Type
D - Journal article
DOI
-
Title of journal
ACI Structural Journal
Article number
-
Volume number
105
Issue number
5
First page of article
609
ISSN of journal
0889-3241
Year of publication
2008
URL
-
Number of additional authors
1
Additional information
This paper presents a novel technique based on the upper bound of plasticity theory for optimum failure surface generatrix and concrete breakout capacity of single anchors under tensile loads. The results have practical significance in relation to the development of a simplified solution suitable for use by practitioners. It assessed the limitation of the ACI 318 provisions for tensile anchors in concrete and extended their applicability to a wider range of concrete compressive strength. The largest database for anchors in tension has been compiled.
Interdisciplinary
-
Cross-referral requested
-
Research group
A - Environment and Infrastructure
Proposed double-weighted
No
Double-weighted statement
-
Reserve for a double-weighted output
No
Non-English
No
English abstract
-
