Summary
The proposed method for the determination of the distance between shear bands under plane strain extension is based on the assumption that the material is softening inside the shear bands and is undergoing elastic unloading outside. The observed geometric pattern corresponds to derivation based on the principle of the lowest potential energy rate.
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References
Wolf, H., König, D., Triantafyllidis, T.: Experimental investigation of shear band patterns in granular materials. Journal of Structural Geology 25, 1229–1240 (2003)
Wolf, H.: Zur Scherfugenbänderung granularer materialien unter Extensionsbeanspruchung. In: Triantafyllidis, T. (ed.): PhD thesis, Ruhr-Universität Bochum, vol. 37 (2005)
Röchter, L., König, D., Schanz, T., Triantafyllidis, T.: Shear banding and strain softening in plane strain Extension: Physical Modelling. Granular Matter 12(3), 287–301 (2010)
Röchter, L.: Systeme paralleler Scherbänder in triaxialer Extension. PhD thesis, Ruhr-University Bochum (2010) (in preparation)
Niemunis, A.: Internal Report (2005)
Mandl, G.: Faulting in Brittle Rocks. Springer, Heidelberg (2000)
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Triantafyllidis, T., Röchter, L., Niemunis, A. (2011). SHEAR BANDING IN GEOMATERIALS IN PLANE STRAIN: PHYSICAL AND ANALYTICAL MODELS. In: Borja, R.I. (eds) Multiscale and Multiphysics Processes in Geomechanics. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-19630-0_4
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DOI: https://doi.org/10.1007/978-3-642-19630-0_4
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-19629-4
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