Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
285760 | Journal of Constructional Steel Research | 2009 | 7 Pages |
Abstract
This paper investigates, experimentally and analytically, the capacity of channel shear connectors embedded in normal and polypropylene (PP) concrete. Limited testing is used to assess the accuracy of a proposed nonlinear finite element model for typical push-out test specimens. Using this model, an extensive parametric study is performed to arrive at a prediction for shear capacity of channel connectors in PP concrete. An equation, for inclusion in design codes, is suggested for the shear capacity of these connectors when used in PP concrete.
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Authors
Shervin Maleki, Mehrdad Mahoutian,