Behavior of multiple-anchor fastenings subjected to combined tension/shear loads and bending moment
Title: Behavior of multiple-anchor fastenings subjected to combined tension/shear loads and bending moment
Author(s): L. Li, R. Eligehausen
Paper category : conference
Book title: International Symposium on Connections between Steel and Concrete
Editor(s): R. Eligehausen
Publisher: RILEM Publications SARL
Publication year: 2001
Pages: 158 - 169
Total Pages: 12
Nb references: 11
Abstract: Multiple-anchor fastenings are commonly used to connect steel superstructures with concrete foundations both in highway and building constructions. A plastic design method may be used for multiple-anchor fastenings, if full redistribution of forces between anchors is possible.
An analytical model was set up for exploring the behavior of multiple-anchor fastenings under combined tension/shear loads and bending moment. The correctness of the model was examined by comparisons between calculated and test results.
A number of parametric studies was carried out with the analytical model. Based on the results of this study it will be discussed whether a plastic design method can be applied for typical post-installed metal anchors.
Online publication: 2009-12-31
Publication type : full_text
Public price (Euros): 0.00
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