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Improved structural model for channel bars with more than 2 anchors



Title: Improved structural model for channel bars with more than 2 anchors
Author(s): J. Kraus, J. Ozbolt, R. Eligehausen
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: 129 - 141
Total Pages: 13
Nb references: 3
Language: English


Abstract: At present, no model is available to describe concrete failure of channel bars with several anchor distances and for the general position of tensile loads. To examine this problem, an Finite Element-analysis of channel bars (profil 50/30) with several anchor distances has been carried out with various load positionings. Based on the results of the numerical study, a new design model for channel bars with more than two anchors, is proposed.


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