References
References for Nonlinear Structural Module Materials
1. G.A. Holzapfel, Nonlinear Solid Mechanics: A Continuum Approach for Engineering, John Wiley & Sons, 2000.
2. R.S. Rivlin and D.W. Saunders, “Large Elastic Deformations of Isotropic Materials. VII. Experiments on the Deformation of Rubber,” Phil. Trans. R. Soc. Lond. A, vol. 243, no. 865, pp. 251–288, 1951.
3. E.M. Arruda and M.C. Boyce, “A Three-Dimensional Constitutive Model for the Large Stretch Behavior of Rubber Elastic Materials,” J. Mech. Phys. Solids, vol. 41, pp. 389–412, 1993.
4. J.C. Simo and T.J.R. Hughes, Computational Inelasticity, Springer, 1998.
5. J. Lubliner, Plasticity Theory, Dover, 2008.
6. K. Grote and E. Antonsson, Springer Handbook of Mechanical Engineering, Springer, 2009.
7. R. Hertzberg, Deformation and Fracture Mechanics of Engineering Materials, John Wiley & Sons, 1996.
8. F. Garofalo, “An Empirical Relation Defining the Stress Dependence of Minimum Creep Rate in Metals,” Trans AIME, vol. 227, no. 351, 1963.
9. S. Brown, K. Kim, and L. Anand, “An Internal Variable Constitutive Model for Hot Working of Metals,” Int. J. Plasticity, vol. 5, pp. 95–130, 1989.
10. M. Attard, “Finite Strain - Isotropic Hyperelasticity,” Int. J. Solids Struct., vol. 40, pp. 4353–4378, 2003.
11. I. Babuska and M. Suri, “On Locking and Robustness in the Finite Element Method,” SIAM Journal on Numerical Analysis, vol. 29, pp. 1261–1293, 1992.
12. A.F. Bower, Applied Mechanics of Solids, CRC Press, 2009.
13. A. Gent, “A new constitutive relation for rubbers,” Rubber Chem. Technol., vol. 69, pp. 59–61, 1996.
14. C. Horgan and G. Saccomandi, “Constitutive Models for Compressible Nonlinearly Elastic Materials with Limiting Chain Extensibility,” J. Elasticity, vol. 7, pp. 123–138, 2004.
15. B. Storakers, “On Material Representation and Constitutive Branching in Finite Compressible Elasticity,” J. Mech. Phys. Solids, vol. 34, pp. 125–145, 1986.
16. Y. Gao, “Large Deformation Field Near a Crack Tip in a Rubber-like Material,” Theor. Appl. Fract. Mec., vol. 26, pp. 155–162, 1997.
References for the Geomechanics Module Materials
1. W.F. Chen and E. Mizuno, Nonlinear Analysis in Soil Mechanics: Theory and Implementation (Developments in Geotechnical Engineering), 3rd ed., Elsevier Science, 1990.
2. B. Bresler and K.S. Pister, “Strength of Concrete Under Combined Stresses,” ACI Journal, vol. 551, no. 9, pp. 321–345, 1958.
3. H. Matsuoka and T. Nakai, “Stress-deformation and Strength Characteristics of Soil Under Three Different Principal Stresses,” Proc. JSCE, vol. 232, 1974.
4. H. Matsuoka and T. Nakai, “Relationship Among Tresca, Mises, Mohr-Coulomb, and Matsuoka-Nakai Failure Criteria,” Soils and Foundations, vol. 25, no. 4, pp.123–128, 1985.
5. H.S. Yu, Plasticity and Geotechnics, Springer, 2006.
6. V. Marinos, P. Marinos, and E. Hoek, “The Geological Strength Index: Applications and Limitations,” Bull. Eng. Geol. Environ., vol. 64, pp. 55–65, 2005.
7. J. Jaeger, N. G. Cook, and R. Zimmerman, Fundamentals of Rock Mechanics, 4th ed., Wiley-Blackwell, 2007.
8. G. C. Nayak and O. C. Zienkiewicz, “Convenient Form of Stress Invariants for Plasticity,” J. Struct. Div. ASCE, vol. 98, pp. 949–954, 1972.
9. A.J. Abbo and S.W. Sloan, “A Smooth Hyperbolic Approximation to the Mohr-Coulomb Yield Criterion,” Computers and Structures, vol. 54, no. 3, pp. 427–441, 1995.
10. K.J. Willam and E.P. Warnke, “Constitutive Model for the Triaxial Behavior of Concrete,” IABSE Reports of the Working Commissions, Colloquium (Bergamo): Concrete Structures Subjected to Triaxial Stresses, vol. 19, 1974.
11. B.H.G. Brady and E.T. Brown, Rock Mechanics for Underground Mining, 3rd ed., Springer, 2004.
12. H.A. Taiebat and J.P. Carter, “Flow Rule Effects in the Tresca Model,” Computer and Geotechnics, vol. 35, pp. 500–503, 2008.
13. A. Stankiewicz and others, “Gradient-enhanced Cam-Clay Model in Simulation of Strain Localization in Soil,” Foundations of Civil and Environmental Engineering, no.7, 2006.
14. D.M. Wood, Soil Behaviour and Critical State Soil Mechanics, Cambridge University Press, 2007.
15. D.M. Potts and L. Zadravkovic, Finite Element Analysis in Geothechnical Engineering, Thomas Telford, 1999.
16. W. Tiecheng and others, Stress-strain Relation for Concrete Under Triaxial Loading, 16th ASCE Engineering Mechanics Conference, 2003.
17. W.F. Chen, Plasticity in Reinforced Concrete, McGraw-Hill, 1982.
18. N. Ottosen, “A Failure Criterion for Concrete,” J. Eng. Mech. Division, ASCE, vol. 103, no. 4, pp. 527–535, 1977.
19. N. Ottosen and M. Ristinmaa, The Mechanics of Constitutive Modelling, Elsevier, 2005.
References to the Nonlinear elastic material theory
1. Ramberg, W. and Osgood, W. R., “Description of stress-strain curves by three parameters,” NACA Technical Note, no. 902, 1943.
2. Bower, A. F., Applied Mechanics of Solids, CRC Press, 2009.
3. Hardin, B.O., and Drnevich, V.P., “Shear modulus and damping in soils: Design equations and curves,” J. Soil Mechanics and Foundations Division, ASCE 98, pp. 667–692, 1972.
4. Duncan, J.M. and Chang, C.Y., “Nonlinear analysis of stress and strain in soils,” J. Soil Mechanics and Foundations Division, vol. 96, no. 5, pp. 1629–1653, 1970.
5. Duncan, J.M., Byrne, P., Wong, K.S., and Mabry, P., “Strength, stress strain and bulk modulus parameters for finite element analysis of stresses and movements in soil,” Geotechnical Engineering Report: UCB/GT/80-01, University of California, Berkeley, 1980.
6. Selig, E.T., Soil Parameters for Design of Buried Pipelines, Pipeline Infrastructure, B. A. Bennett, ed., ASCE, New York, pp. 99–116, 1988.
References for Elastoplastic Materials
7. P. Armstrong and C. Frederick, “A Mathematical Representation of the Multiaxial Bauschinger Effect”, Technical Report RD/B/N731 CEGB, 1966. Reprinted in Mater. High Temp. 24 (1) pp. 1–26, 2007.
8. M. Jirasek and Z. Bazant, Inelastic Analysis of Structures, Ch.20 General Elastoplastic Constitutive Models. Wiley, 2001.
9. J. Simo and T. Hughes, Computational Inelasticity, Springer, 1998.
10. J. Simo, “Algorithms for Static and Dynamic Multiplicative Plasticity that Preserve the Classical Return Mapping Schemes of the Infinitesimal Theory,” Computer Methods in Applied Mechanics and Engineering, vol. 99, pp. 61–112, 1992.
11. J. Lubliner, Plasticity Theory, Dover, 2008.
12. R. Hill, “A Theory of the Yielding and Plastic Flow of Anisotropic Metals,” Proc. Roy. Soc. London, vol. 193, pp. 281–297, 1948.
13. N. Ottosen and M. Ristinmaa, The Mechanics of Constitutive Modeling, Elsevier Science, 2005.
14. S. Shima and M. Oyane. “Plasticity theory for porous metals,” International Journal of Mechanical Sciences, vol. 18, pp. 285–291, 1976.
15. A. Gurson, “Continuum theory of ductile rupture by void nucleation and growth: Part I – Yield criteria and flow rules for porous ductile media,” Journal of Engineering Materials and Technology, vol. 99, pp. 2–15, 1977.
16. V. Tvergaard and A. Needleman, “Analysis of the cup-cone fracture in a round tensile bar,” Acta Metallurgica, vol. 32, pp. 157–169, 1984.
17. A. Needleman and V. Tvergaard. “An analysis of ductile rupture in notched bars,” Journal of the Mechanics and Physics of Solids, vol. 32, pp. 461– 490, 1984.
18. K. Nahshon and Z, Xue. “A modified Gurson model and its application to punch-out experiments,” Engineering Fracture Mechanics, vol. 76, pp. 997– 1009, 2009.
19. N. Fleck, L. Kuhn, and R. McMeeking. “Yielding of metal powder bonded by isolated contacts,” Journal of the Mechanics and Physics of Solids, vol. 40, pp. 1139– 1162, 1992.
20. P. Redanz. “Numerical modelling of the powder compaction of a cup,” European Journal of Mechanics - A/Solids, vol. 18, pp.399– 413, 1999.
21. J. Cedergren, N. Sorensen, and A. Bergmark. “Three-dimensional analysis of compaction of metal powder,” Mechanics of Materials vol. 34, pp. 43–59, 2004.
22. S. Tsai and E. Wu. “A general theory of strength for anisotropic materials,” Journal of Composite Materials, vol. 5, pp. 58-80, 1971.
23. P. Hopkins. “Benchmarks for Membrane and Bending Analysis of Laminated Shells. Part 2: Strength Analysis,” NAFEMS Ltd, 2005.
References for the Piezoelectric Devices Multiphysics Interface
1. R. Holland and E. P. EerNisse, Design of Resonant Piezoelectric Devices, Research Monograph No. 56, The M.I.T. Press, 1969.
2. T. Ikeda, Fundamentals of Piezoelectricity, Oxford University Press, 1990.
3. A.V. Mezheritsky, “Elastic, Dielectric, and Piezoelectric Losses in Piezoceramics: How it Works all Together,” IEEE Transactions on Ultrasonics, Ferroelectrics, and Frequency Control, vol. 51, no. 6, 2004.
4. K. Uchino and S. Hirose, “Loss Mechanisms in Piezoelectrics: How to Measure Different Losses Separately,” IEEE Transactions on Ultrasonics, Ferroelectrics, and Frequency Control, vol. 48, no. 1, pp. 307–321, 2001.
5. P.C.Y. Lee, N.H. Liu, and A. Ballato, “Thickness Vibrations of a Piezoelectric Plate with Dissipation,” IEEE Transactions on Ultrasonics, Ferroelectrics, and Frequency Control, vol. 51, no. 1, 2004.
6. P.C.Y. Lee and N.H. Liu, “Plane Harmonic Waves in an Infinite Piezoelectric Plate with Dissipation,” Frequency Control Symposium and PDA Exhibition, IEEE International, pp. 162–169, 2002.
7. C.A. Balanis, “Electrical Properties of Matter,” Advanced Engineering Electromagnetics, John Wiley & Sons, 1989.
8. J. Yang, An Introduction to the Theory of Piezoelectricity, Springer Science and Business Media, N.Y., 2005.
References for Magnetostriction
1. Chikazumi, Physics of Ferromagnetism, Oxford University Press, New York, 1997.
2. H. Kronmüller, “General Micromagnetic Theory”, in Handbook of Magnetism and Advanced Magnetic Materials, edited by H. Kronmüller and S. Parkin, Vol. 2: Micromagnetism, John Wiley & Sons, Chichester, 2007.
3. X.E. Liu and X.J. Zheng, “A Nonlinear Constitutive Model for Magnetostricite Materials”, Acta Mech Sinica, vol. 21, pp 278-285, 2005.
4. D.C. Jiles, Introduction to Magnetism and Magnetic Materials, 2nd ed., Chapman & Hall, London, 1998.
5. C. H. Sherman and J. L. Butler, Appendix A.7, p.555 in Transducers and Arrays for Underwater Sound, Springer, New York, 2007.
References for Boundary Conditions
1. M. Cohen and P.C. Jennings, “Silent Boundary Methods for Transient Analysis,” Computational Methods for Transient Analysis, vol 1 (editors T. Belytschko and T.J.R. Hughes), Nort-Holland, 1983.
2. B. Lalanne and M. Touratier, “Aeroelastic Vibrations and Stability in Cyclic Symmetric Domains,” The International Journal of Rotating Machinery, vol. 6, no. 6, pp 445–452, 2000.
3. Y.C. Fung, Foundations of Solid Mechanics, Prentice-Hall, 1965, page 99 ff
References for Contact Analysis and Decohesion
1. De Lorenzis L., Fernando D., Teng J.G. “Coupled mixed-mode cohesive zone modeling of interfacial debonding in plated beams”, International Journal of Solids and Structures, vol. 50, pp. 2477-2494. 2013
2. R.D.S.G. Campilho, M.F.S.F. de Moura, J.J.M.S. Domingues, “Using a cohesive damage model to predict the tensile behaviour of CFRP single-strap repairs”, International Journal of Solids and Structures, Volume 45, Issue 5, 1 March 2008, Pages 1497–1512
3. S T Pinho, L Iannucci, P Robinson, “Formulation and implementation of decohesion elements in an explicit finite code”, Composites Part A: Applied Science and Manufacturing, Volume 37, Issue 5, May 2006, Pages 778–789.