Artículo

A microarchitecture design methodology to achieve extreme isotropic elastic properties of composites based on crystal symmetries

Rossi Cabral, Néstor Oscar Icon; Podestá, Juan Manuel Icon; Bre, Facundo Icon; Mendez, Carlos Gustavo Icon; Huespe, Alfredo Edmundo Icon

Otros responsables

Fecha

2021-02-07

Editorial

Springer

Revista

Structural and Multidisciplinary Optimization

Título del libro

Nombre del evento

Fecha del evento

Institución organizadora

ISSN

1615-147X

eISSN

ISBN

Idioma

Inglés

Tipo del evento

Clasificación temática

Resumen

The present contribution describes an optimization-based design technique of elastic isotropic periodic microarchitectures with crystal symmetries aiming at the realization of composites with extreme properties. To achieve this goal, three consecutive procedures are followed: (i) a series of inverse homogenization problems with symmetry constraints, (ii) a correlation analysis between symmetries and effective elastic properties of the attained microarchitectures, and (iii) the pattern resemblance recognition of these topologies and their redesign, by adopting microstructures with two length-scales, through optimized parametric geometries. This paper is devoted to assessing the third procedure because the first two procedures have been evaluated in previous works of the authors, and here they are only summarized. By applying the methodology, two plane group symmetries are assessed to define two families of 2D periodic parameterized microarchitecture. Once the parameters have been optimized, the resulting composites achieve elastic isotropic properties close to the whole range of the theoretically estimated bounds. Particularly, an unprecedented microstructure attaining the theoretical maximum stiffness is reported. Starting from these parameterized topologies, simple, one-length scale, and easily manufacturable geometries are defined. One of the so-designed microarchitectures has been manufactured and tested, displaying an effective Poissons ratio of − 0.90 simultaneously with a high shear modulus.

Aprobación

Revisión

Complementado por

Referenciado por

Licencia Creative Commons

Excepto donde se indique lo contrario, la licencia de este ítem se describe como by-nc-sa