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ADHESION FAILURES IN GRANULAR MIXTURES

Contributo in Atti di convegno
Data di Pubblicazione:
2018
Citazione:
ADHESION FAILURES IN GRANULAR MIXTURES / Buonsanti, Michele. - (2018). ( MICRO TO MACRO MATHEMATICAL MODELLING IN SOIL MECHANICS REGGIO CALABRIA 29.05.2018).
Abstract:
Contact and detachment in granular materials represents a stimulating ques-tion about the mechanical aspects especially at microscale. In fact the phe-nomenon is the characterization of numerous materials degradation cases, likewise as damaging of asphalt mixture. Aim of this paper we will to suggest a first attempt and genuine model to simulate detachment between two granu-lar particles joined by a highly adhesive material. We develop the idea inside the hypo elasticity framework since the model will be able to simulate the classic behavior of the surface parts of road and/or runway pavements. The specific form of the mechanical contact between particles and adhesive take us to bring a deep investigation over the contact area. The great difference of either constitutive parameter involves careful consideration about the evolu-tion of the deformation field. The question take ours attention about a particu-lar framework built over the extreme elastic deformations concept, since ad-hesive materials is highly deformable. Therefore, we will be able to choice a specific form of the deformation energy proposing a simple mono-dimensional model simulating the transition from the surface body to a line body in according to materials flattening where dimensions scale changes appear as evident.
Tipologia CRIS:
4.1 Contributo in Atti di convegno
Keywords:
HYPOELASTICITY; DETACHMENT; ADHESION
Elenco autori:
Buonsanti, Michele
Autori di Ateneo:
BUONSANTI Michele
Link alla scheda completa:
https://iris.unirc.it/handle/20.500.12318/12203
Titolo del libro:
MICRO TO MACRO MATHEMATICAL MODELLING IN SOIL MECHANICS
Pubblicato in:
LECTURE NOTES IN MATHEMATICS
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