Print Email Facebook Twitter A testing preocedure for the evaluation of directional mesh bias Title A testing preocedure for the evaluation of directional mesh bias Author Slobbe, A.T. Hendriks, M.A.N. Rots, J.G. Faculty Civil Engineering and Geosciences Department Structural Engineering Date 2013-03-10 Abstract This paper presents a dedicated numerical test that enables to assess the directional mesh bias of constitutive models in a systematic way. The test makes use of periodic boundary conditions, by which strain localization can be analyzed for different mesh alignments with preservation of mesh uniformity and with exclusion of boundary disturbances. After an exploratory study of the proposed test, the test is demonstrated by applying it to the classical and still widely used crack band model. An analysis series is performed on five meshes with different alignments. The meshes consist of squared quadrilateral elements with varying interpolation function and numerical integration scheme. From the results it can be concluded that the test identifies a significant mesh-induced directional bias. Subject directional mesh biasconcretefracturefinite elementscrack band model To reference this document use: http://resolver.tudelft.nl/uuid:f421fecf-205e-45d3-8e3b-c07c8e0ace64 Publisher International Center for Numerical Methods in Engineering ISBN 978-84-941004-0-6 Source FraMCos-8: Proceedings of the 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures, Toledo, Spain, 10-14 March 2013 Part of collection Institutional Repository Document type conference paper Rights (c) 2013 The Author(s) Files PDF Slobbe_2013.pdf 723.11 KB Close viewer /islandora/object/uuid:f421fecf-205e-45d3-8e3b-c07c8e0ace64/datastream/OBJ/view