Abstract
The behavior of an infinite strip of a micro-polar hypoplastic material located between two parallel plates under plane shearing is investigated. The evolution equation of the stress tensor and the couple-stress tensor is described using tensor-valued functions, which are nonlinear and positively homogeneous of first order in the rate of deformation and the rate of curvature. For the initial response of the sheared layer an analytical solution is derived and discussed for different micro-polar boundary conditions at the bottom and top surfaces of the layer. It is shown that polar quantities appear within the shear layer from the beginning of shearing with the exception of zero couple stresses prescribed at the boundaries.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
V.K. Garga and J.A. Infante Sedano, Steady state strength of sands in a constant volume ring shear apparatus. Geotech. Testing J. 25 (2002) 414–421.
K.H. Roscoe, The influence of strains in soil mechanics, 10th Rankine Lecture. Géotechnique 20 (1970) 129–170.
H.B. Mühlhaus and I. Vardoulakis, The thickness of shear bands in granular materials. Geotechnique 37 (1987) 271–283.
M. Oda, Micro-fabric and couple stress in shear bands of granular materials. In: C.C. Thornton (ed.), Powders and Grains, 3. Rotterdam: Balkema (1993) pp. 161–167.
J. Desrues, R. Chambon, M. Mokni and F. Mazerolle, Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography. Géotechnique 46 (1996) 529–546
E. Cosserat and F. Cosserat, Théorie des Corps Deformables. Herman et fils, Paris (1909).
R.D. Mindlin, Stress functions for a Cosserat continuum. Int. J. Solids Struct. 1 (1965) 265–271.
A.C. Eringen, Polar and nonlocal field theories. Continuum Physics IV. New York, San Francisco, London: Academic Press (1976) 274 pp.
E.C. Aifantis, On the microstructural original of certain inelastic models. J. Engng. Mat. Technol. 106 (1984) 326–334.
Z.P. Bazant, T.B. Belytschko and T.P. Chang, Continuum theory for strain softening. ASCE J. Engng. Mech. 110 (1984) 1666–1692.
H.-B. Mühlhaus, Application of Cosserat theory in numerical solutions of limit load problems. Ingenieur Archiv 59 (1989) 124–137.
I. Vardoulakis and E.C. Aifantis, A gradient flow theory of plasticity for granular materials. Acta Mech. 87 (1991) 197–217.
D. Kolymbas, An outline of hypoplasticity. Arch. Appl. Mech. 3 (1991) 143–151.
F. Darve, Incrementally non-linear constitutive relationships. In: F. Darve (ed.), Geomaterials: Constitutive Equations and Modelling. Amsterdam: Elsevier (1991) pp. 213–237.
Y.F. Dafalias, Bounding surface plasticity: I. Mathematical foundation and hypoplasticity. J. Engng. Mech., ASCE 112 (1986) 966–987.
C. Truesdell and W. Noll, The non-linear field theories of mechanics. In: S. Flugge (ed.), Encyclopedia of Physics III/c. Heidelberg: Springer press (1965) pp. 1–602.
D. Kolymbas, A generalized hypoelastic constitutive law. Proc. 11th Int. Conf. Soil Mechanics and Foundation Engineering 5. Rotterdam: Balkema (1988) p. 2626.
W. Wu and E. Bauer, A simple hypoplastic constitutive model for sand. Int. J. Num. Anal. Methods Geomech. 18 (1994) 833–862.
G. Gudehus, A comprehensive constitutive equation for granular materials. Soils and Foundations 36 (1996) 1–12.
E. Bauer, Calibration of a comprehensive hypoplastic model for granular materials. Soils and Foundations 36 (1996) 13–26.
P.A. von Wolffersdorff, A hypoplastic relation for granular materials with a prede.ned limit state surface. Mech. Cohesive-Frictional Materials 1 (1996) 251–271.
W. Wu and D. Kolymbas, Hypoplasticity then and now. In: D. Kolymbas (ed.), Constitutive Modelling of Granular Materials. Berlin, Heidelberg, Newyork: Springer (2000) pp. 57–105.
C. Tamagnini, G. Viggiani and R. Chambon, A review of two different approaches to hypoplasticity. In: D. Kolymbas (ed.), Constitutive Modelling of Granular Materials. Berlin, Heidelberg, Newyork: Springer (2000) pp. 107–145.
E. Bauer and I. Herle, Stationary states in hypoplasticity. In: D. Kolymbas (ed.), Constitutive Modelling of Granular Materials. Berlin, Heidelberg, Newyork: Springer (2000) pp. 167–192.
J. Tejchman and E. Bauer, Numerical simulation of shear band formation with a polar hypoplastic constitutive model. Comp. Geotech. 19 (1996) 221–244.
G. Gudehus, Shear localization in simple grain skeleton with polar effect. In: T. Adachi, F. Oka and A. Yashima (eds.), Proc. of the 4th Int. Workshop on Localization and Bifurcation Theory for Soils and Rocks. Rotterdam: Balkema (1998) pp. 3–10.
G. Gudehus, Attractors, percolation thresholds and phase limits of granular soils. In: R.P. Behringer and J.T. Jenkins (eds.), Powders and Grains. Rotterdam: Balkema (1997) pp. 169–183.
J. Tejchman, Modelling of shear localisation and autogeneous dynamic effects in granular bodies. Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiaca in Karlsruhe, 140 (1997) 353 pp.
E. Bauer and W. Huang, Numerical study of polar effects in shear zones. In: G.N. Pande, S. Pietruszczak and H.F. Schweigers (eds.), Proc. of the 7th Int. Symp. on Num. Models in Geomechanics. Rotterdam: Balkema (1999) pp. 133–138.
J. Tejchman and G. Gudehus, Shearing of a narrow granular layer with polar quantities. Int. J. Num. Meth. Geomech. 25 (2001) 1–28.
W. Huang, K. Nubel and E. Bauer, Polar extension of a hypoplastic model for granular materials with shear localization. Mech. Materials 34 (2002) 563–576.
J. Tejchman and I. Herle, A “class A” prediction of the bearing capacity of plane strain footings on sand. Soils and Foundations 39 (1999) 47–60.
K. Nübel and R. Cudmani, Examples of finite element calculations with the hypoplastic law. In: D. Kolymbas (ed.), Constitutive Modelling of Granular Materials. Berlin, Heidelberg, Newyork: Springer (2000) pp. 523–538.
E. Bauer and W. Huang, Numerical investigation of strain localization in a hypoplstic Cosserat material under shearing. In: C.S. Desai, T. Kundu, S. Harpalani, D. Contractor and J. Kemeny (eds.), Proc. of the 10th Int. Conf. on Computer Methods and Advances in Geomechanics. Rotterdam: Balkema (2001) pp. 525–528.
G. Gudehus and K. Nübel, Evolution of shear bands in sand. Géotechnique 54 (2004) 187–201.
J. Hill, Some symmetrical cavity problems for a hypoplstic granular material. Q. J. Mech. Appl. Math. 53 (2000) 111–135.
E. Bauer and W. Huang, Evolution of polar quantities in a granular Cosserat material under shearing. In: H.-B. Mühlhaus, A.V. Dyskin and E. Pasternak (eds.), Proc. 5th Int. Workshop on Bifurcation and Localization Theory in Geomechanics. Rotterdam: Balkema (2001) pp. 227–238.
W. Huang, Hypoplastic Modelling of Shear Localisation in Granular Materials. Dissertation. Graz University of Technology, Austria (2000) 107 pp.
W. Wu and A. Niemunis, Failure criterion, flow rule and dissipation function derived from hypoplasticity. Mech. Cohesive-Frictional Materials 1 (1996) 145–163.
W. Wu and E. Bauer, A hypoplastic model for barotropy and pyknotropy of granular soils. In: D. Kolymbas (ed.), Proc. of the Int. Workshop on Modern Approaches to Plasticity, Amsterdam Elsevier (1993) pp. 225–245.
W. Wu, E. Bauer and D. Kolymbas, Hypoplastic constitutive model with critical state for granular materials. Mech. Materials 23 (1996) 45–69.
W. Wu, E. Bauer, A. Niemunis and I. Herle, Visco-hypoplastic models for cohesive soils. In: D. Kolymbas (ed.), Proc. of the Int. Workshop on Modern Approaches to Plasticity, Amsterdam: Elsevier (1993) pp. 365–383.
G. Gudehus, Hypoplastic shear localisation in psammoids and peloids. 2nd Int. Symposium on Continuous and Discontinuous Modelling of Cohesive Frictional Materials, Publication in print (2004).
W. Wu, Rational approach to anisotropy of sand. Int. J. Num Anal. Methods in Geomech. 24 (1998) 921–940.
E. Bauer, W. Wu and W. Huang, Influence of initially transverse isotropy on shear banding in granular materials. In: J.F. Labuz and A. Arescher (eds.), Proc. of the Int. Workshop on Bifurcation and Instabilities in Geomechanics. Rotterdam: Balkema (2003) pp. 161–172.
E. Bauer and W. Wu, Extension of Hypoplastic Constitutive Model with Respect to Cohesive Powders. In: H.J. Siriwardane and M.M. Zadan (eds.), Proc. of the Eighth Intern. Conf. on Computer Methods and Advances in Geomechanics. Rotterdam: Balkema (1994) pp. 531–536.
A. Niemunis and I. Herle, Hypoplastic model for cohesionless soils with elastic strain range. Mech. Cohesive-Frictional Materials 2 (1997) 279–299.
A.E. Green and P.M. Naghdi, A general Theory of an elastic-plastic continuum. Arch. Rat. Mech. Anal. 18 (1965) 251–281.
W. Huang and E. Bauer, Numerical investigations of shear localization in a micro-polar hypoplastic material. Int. J. Num. Anal. Meth. Geomech. 27 (2003) 325–352.
H. Matsuoka and T. Nakai, Stress-strain relationship of soil based on the ’sMP’. Proc. of Speciality Session 9, IX Int. Conf. Soil Mech. Found. Eng., Tokyo (1977) pp. 153–162.
E. Bauer, Conditions for embedding Casagrande’s critical states into hypoplasticity. Mech. Cohesive-Frictional Materials 5 (2000) 125–148.
W. Huang, E. Bauer and S. Sloan, Behaviour of interfacial layer along granular soil-structure interfaces. Struct. Engng. Mech. 15 (2003) 315–329.
G. Gudehus, Forced and spontaneous polarisation in shear zones. In: H.-B. Mühlhaus, A. V. Dyskin and E. Pasternak (eds.), Proc. 5th Int. Workshop on bifurcation and Localization Theory in Geomechanics, Rotterdam: Balkema (2001) pp. 45–51.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2005 Springer
About this chapter
Cite this chapter
Bauer, E. (2005). Initial response of a micro-polar hypoplastic material under plane shearing. In: Hill, J.M., Selvadurai, A. (eds) Mathematics and Mechanics of Granular Materials. Springer, Dordrecht. https://doi.org/10.1007/1-4020-4183-7_3
Download citation
DOI: https://doi.org/10.1007/1-4020-4183-7_3
Received:
Accepted:
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-4020-3781-8
Online ISBN: 978-1-4020-4183-9
eBook Packages: Physics and AstronomyPhysics and Astronomy (R0)