Noncoaxiality between Two Tensors with Application to Stress Rate Decomposition and Fabric Anisotropy Variable
Publication: Journal of Engineering Mechanics
Volume 146, Issue 3
Abstract
The coaxial and totally noncoaxial parts of a tensor in regard to another reference tensor are derived in closed analytical form based on representation theorems of tensor-valued isotropic functions. In the process a new interpretation is obtained for a singular case of representation theorems. As a first application, the coaxial and noncoaxial parts of a stress rate tensor in regard to the stress tensor are analytically expressed, and the findings applied to the following two cases: analytically express the part of a stress rate tensor that induces change of stress principal axes at fixed principal stress values, and change of stress principal values at fixed stress principal axes such that the stress orbit on the stress -plane is circular. A second application refers to enhancing the definition of the fabric anisotropy variable , a quantity of cardinal importance for anisotropic critical state theory in granular mechanics, so that the orthogonal coaxial and noncoaxial parts of the fabric tensor in regard to the plastic strain rate direction participate in the definition of .
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Data Availability Statement
No data, models, or code were generated or used during the study.
Acknowledgments
Y. F. Dafalias acknowledges partial support by the European Research Council under the European Union’s Seventh Framework program (FP7/2007-2013)/ERC IDEAS Advanced Grant Agreement 290963 (SOMEF), the European Regional Development Fund under Grant No. CZ.02.1.01/0.0/0.0/15_003/0000493 – CeNDYNMAT, Czech Republic, and the US Army Research Laboratory and US Army Research Office under Grant No. W911NF-19-1-0040.
References
Dafalias, Y. F. 1986. “Bounding surface plasticity. I: Mathematical foundation and hypoplasticity.” J. Eng. Mech. 112 (9): 966–987. https://doi.org/10.1061/(ASCE)0733-9399(1986)112:9(966).
Dafalias, Y. F., M. T. Manzari, and A. G. Papadimitriou. 2006. “SANICLAY: Simple anisotropic clay plasticity model.” Int. J. Numer. Anal. Methods Geomech. 30 (12): 1231–1257. https://doi.org/10.1002/nag.524.
Fu, P., and Y. F. Dafalias. 2011. “Fabric evolution within shear bands of granular materials and its relation to critical state theory.” Int. J. Numer. Anal. Methods Geomech. 35 (18): 1918–1948. https://doi.org/10.1002/nag.988.
Li, X., and X. S. Li. 2009. “Micro-macro quantification of the internal structure of granular materials.” J. Eng. Mech. 135 (7): 641–656. https://doi.org/10.1061/(ASCE)0733-9399(2009)135:7(641).
Li, X. S., and Y. F. Dafalias. 2012. “Anisotropic critical state theory: Role of fabric.” J. Eng. Mech. 138 (3): 263–275. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000324.
Li, X. S., and Y. F. Dafalias. 2015. “Dissipation consistent fabric tensor definition from DEM to continuum for granular media.” J. Mech. Phys. Solids 78 (May): 141–153. https://doi.org/10.1016/j.jmps.2015.02.003.
Petalas, A. L., Y. F. Dafalias, and A. G. Papadimitriou. 2019. “SANISAND-FN: An evolving fabric-based sand model accounting for stress principal axes rotation.” Int. J. Numer. Anal. Methods Geomech. 43 (1): 97–123. https://doi.org/10.1002/nag.2855.
Qian, J. G., J. Yang, and M. S. Huang. 2008. “Three-dimensional noncoaxial plasticity modeling of shear band formation in geomechanics.” J. Eng. Mech. 134 (4): 322–329. https://doi.org/10.1061/(ASCE)0733-9399(2008)134:4(322).
Rivlin, R. S., and J. L. Ericksen. 1955. “Stress-deformation relations for isotropic materials.” J. Rational Mech. Anal. 4: 323–425.
Satake, M. 1982. “Fabric tensor in granular materials.” In Proc., IUTAM Symp. on Deformation and Failure of Granular Materials, 63–68. Amsterdam, Netherlands: A.A. Balkema.
Serrin, J. 1959. “The derivation of stress-deformation relations for a Stokesian fluid.” J. Math. Mech. 8 (4): 459–469.
Spencer, A. J. M., and R. S. Rivlin. 1959a. “Finite integrity bases for five or fewer symmetric matrices.” Arch. Rational Mech. Anal. 2 (1): 435–446. https://doi.org/10.1007/BF00277941.
Spencer, A. J. M., and R. S. Rivlin. 1959b. “The theory of matrix polynomials and its application to the mechanics of isotropic continua.” Arch. Rational Mech. Anal. 2 (1): 309–336. https://doi.org/10.1007/BF00277933.
Theocharis A. I., E. Vairaktaris, Y. F. Dafalias, and A. G. Papadimitriou. 2017. “Proof of incompleteness of critical state theory in granular mechanics and its remedy.” J. Eng. Mech. 143 (2): 04016117. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001166.
Theocharis, A. I., E. Vairaktaris, Y. F. Dafalias, and A. G. Papadimitriou. 2019. “Necessary and sufficient conditions for reaching and maintaining critical state.” Int. J. Numer. Anal. Meth. Geomech. 43 (12): 2041–2055. https://doi.org/10.1002/nag.2943.
Truesdell, C., and W. Noll. 2004. The non-linear field theories of mechanics. 3rd ed. New York: Springer.
Wang, C. C. 1970a. “A new representation theorem for isotropic functions: An answer to Professor G. F. Smith’s criticism of my paper on representations for isotropic functions. Part 1: Scalar-valued isotropic functions.” Arch. Rational Mech. Anal. 36 (3): 166–197. https://doi.org/10.1007/BF00272241.
Wang, C. C. 1970b. “A new representation theorem for isotropic functions: An answer to Professor G. F. Smith’s criticism of my paper on representations for isotropic functions. Part 2: Vector-valued isotropic functions, symmetric tensor-valued isotropic functions, and skew-symmetric tensor-valued isotropic functions.” Arch. Rational Mech. Anal. 36 (3): 198–223. https://doi.org/10.1007/BF00272242.
Wang, Z., Y. Yang, and H. S. Yu. 2017. “Effects of principal stress rotation on the wave-seabed interactions.” Acta Geotech. 12 (1): 97–106. https://doi.org/10.1007/s11440-016-0450-z.
Wang, Z., Y. Yang, H. S. Yu, and K. K. Muraleetharan. 2016. “Numerical simulation of earthquake-induced liquefaction considering the principal stress rotation.” Soil Dyn. Earthquake Eng. 90 (Nov): 432–441. https://doi.org/10.1016/j.soildyn.2016.09.004.
Wang, Z. L., Y. F. Dafalias, and C. K. Shen. 1990. “Bounding surface hypoplasticity model for sand.” J. Eng. Mech. 116 (5): 983–1001. https://doi.org/10.1061/(ASCE)0733-9399(1990)116:5(983).
Yang, Y., and H. S. Yu. 2012. “A kinematic hardening soil model considering the principal stress rotation.” Int. J. Numer. Anal. Methods Geomech. 37 (13): 2106–2134. https://doi.org/10.1002/nag.2138.
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©2020 American Society of Civil Engineers.
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Received: Feb 22, 2019
Accepted: Aug 19, 2019
Published online: Jan 10, 2020
Published in print: Mar 1, 2020
Discussion open until: Jun 10, 2020
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