Instability of Geomaterials Caused by Transitional Negative Stiffness
A mechanism of instability of geomaterials in compression is proposed based on the phenomenon of transitional negative stiffness associated with the process of crack/fracture formation. This phenomenon acts only for a very short time as the fracture is being formed. The negative stiffness cracks inc...
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Published in | Bifurcation and Degradation of Geomaterials with Engineering Applications pp. 599 - 604 |
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Main Authors | , |
Format | Book Chapter |
Language | English |
Published |
Cham
Springer International Publishing
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Series | Springer Series in Geomechanics and Geoengineering |
Subjects | |
Online Access | Get full text |
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Summary: | A mechanism of instability of geomaterials in compression is proposed based on the phenomenon of transitional negative stiffness associated with the process of crack/fracture formation. This phenomenon acts only for a very short time as the fracture is being formed. The negative stiffness cracks increase the Poisson’s ratio and thus are capable of making nearly incompressible material elastically unstable. A geomaterial can reach the limiting value of the incremental Poisson’s ratio due to dilatancy observed in compression. While dilatancy is a non-linear phenomenon, incrementally, at the time of fracture formation it is elastic and hence can be made unstable by the transitional negative stiffness. |
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ISBN: | 9783319563961 3319563963 |
ISSN: | 1866-8755 1866-8763 |
DOI: | 10.1007/978-3-319-56397-8_75 |