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Title: Estimation of local stresses and elastic properties of a mortar sample by FFT computation of fields on a 3D image

Journal Article · · Cement and Concrete Research
 [1];  [1];  [1]; ;  [2]
  1. Centre de Morphologie Mathematique, Mathematiques et Systemes, Mines Paristech, Fontainebleau (France)
  2. Departement Materiaux et Mecanique des Composants, Electricite de France, Moret-sur-Loing (France)

This study concerns the prediction of the elastic properties of a 3D mortar image, obtained by micro-tomography, using a combined image segmentation and numerical homogenization approach. The microstructure is obtained by segmentation of the 3D image into aggregates, voids and cement paste. Full-fields computations of the elastic response of mortar are undertaken using the Fast Fourier Transform method. Emphasis is made on highly-contrasted properties between aggregates and matrix, to anticipate needs for creep or damage computation. The representative volume element, i.e. the volume size necessary to compute the effective properties with a prescribed accuracy, is given. Overall, the volumes used in this work were sufficient to estimate the effective response of mortar with a precision of 5%, 6% and 10% for contrast ratios of 100, 1000 and 10,000, resp. Finally, a statistical and local characterization of the component of the stress field parallel to the applied loading is carried out.

OSTI ID:
21490061
Journal Information:
Cement and Concrete Research, Vol. 41, Issue 5; Other Information: DOI: 10.1016/j.cemconres.2011.02.003; PII: S0008-8846(11)00040-8; Copyright (c) 2011 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.; ISSN 0008-8846
Country of Publication:
United States
Language:
English