Performance of single anchors near an edge under varying angles of loading
Title: Performance of single anchors near an edge under varying angles of loading
Author(s): R.E. Wollmershauser, U. Nestler, V. Smith
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: 272 - 281
Total Pages: 10
Nb references: 2
Abstract: While the performance of anchors near an edge under shear loading perpendicular to the edge is well documented, especially under the concrete capacity design (CCD) method, virtually no published tests or reports are available to establish the influence concrete capacity of anchors at angles other than perpendicular.
Single anchor tests on adhesive-bonded anchors have been performed at three edge distances and under angles of shear loading varying from 0 to 180 degrees from the perpendicular. Analysis is performed to develop influencing factors resulting from edge distances and angles of loading.
A proposal is made for anchor influencing factors under these loading conditions for inclusion in the CCD method.
Online publication: 2009-12-31
Publication type : full_text
Public price (Euros): 0.00