Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6719519 | Construction and Building Materials | 2016 | 11 Pages |
Abstract
Notched specimens were assessed with three-point bending and uniaxial tension tests. The inhomogeneous configuration of the fibres predetermined the location of cracks in the full-scale structural beams and was identified as the main cause of the overestimation of structural behaviour using standard test methods.
Related Topics
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Engineering
Civil and Structural Engineering
Authors
E.V. Sarmiento, M.R. Geiker, T. Kanstad,