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Behavior of shear anchors in concrete stastical analysis and design recommendations



Title: Behavior of shear anchors in concrete stastical analysis and design recommendations
Author(s): H. Muratli, R.E. Klingner, H.L. Graves, III
Paper category : conference
Book title: International Symposium on Connections between Steel and Concrete
Editor(s): R. Eligehausen
Print-ISBN: 2-912143-25-X
e-ISBN: 2351580346
Publisher: RILEM Publications SARL
Publication year: 2001
Pages: 220 - 230
Total Pages: 11
Nb references: 9
Language: English


Abstract: The overall objective of this paper is to evaluate three different procedures for predicting the concrete breakout capacity of shear anchors under static and dynamic loading, and in uncracked and cracked concrete. A data base for shear anchors was developed, evaluated, and placed in the public domain. Observed capacities of shear anchors failing by concrete breakout were compared with the predictions of three methods: the 45-Degree Cone Method; the CC Method, and a variation of the CC Method, obtained by regression analysis. Each predictive method was then evaluated using Monte Carlo analyses to predict the probability of failure by concrete breakout, using the design framework of ACI 349-90 [1].


Online publication: 2009-12-31
Publication type : full_text
Public price (Euros): 0.00