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.

ADHESION FAILURES IN GRANULAR MIXTURES / Buonsanti, Michele. - (2018). ( MICRO TO MACRO MATHEMATICAL MODELLING IN SOIL MECHANICS REGGIO CALABRIA 29.05.2018).

ADHESION FAILURES IN GRANULAR MIXTURES

BUONSANTI, Michele
2018-01-01

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.
2018
Inglese
MORTARA G, GIOVINE P.
MICRO TO MACRO MATHEMATICAL MODELLING IN SOIL MECHANICS
Contributo
MICRO TO MACRO MATHEMATICAL MODELLING IN SOIL MECHANICS
Springer
BERLIN
Esperti anonimi
No
29.05.2018
REGGIO CALABRIA
Internazionale
HYPOELASTICITY; DETACHMENT; ADHESION
PAPER ACCETTATO
4 Contributo in Atti di Convegno (Proceeding)::4.1 Contributo in Atti di convegno
Buonsanti, Michele
273
ADHESION FAILURES IN GRANULAR MIXTURES / Buonsanti, Michele. - (2018). ( MICRO TO MACRO MATHEMATICAL MODELLING IN SOIL MECHANICS REGGIO CALABRIA 29.05.2018).
1
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info:eu-repo/semantics/conferenceObject
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.12318/12203
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