Abstract
This chapter summarizes a singular approach for the homogenization of composite materials at micro scale level and more in particular for masonry (see López et al. (1999), Oller et. al. (2002), and its application to damage behavior (Quinteros et al.)). The procedure is different from the procedures of the classic method mentioned in the previous chapter. However, after several manipulations, it could be classified as an “average homogenization method”.
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Notes
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Note: The “implicit” formulation here refers to a formulation that is not expressly formulated but through another “explicitly” defined expression among which there is a biunivocal correspondence.
- 12.
Oller, S., Botello, S., Miquel, J., Oñate, E. (1995).An isotropic elastoplastic model based on an isotropic formulation. Engineering Computations, Vol. 12, 245–262.
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Oller, S. (2014). Masonry-Homogenized Composite. In: Numerical Simulation of Mechanical Behavior of Composite Materials. Lecture Notes on Numerical Methods in Engineering and Sciences. Springer, Cham. https://doi.org/10.1007/978-3-319-04933-5_6
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