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. L. Anand and S. Narayan, “An Elastic-Viscoplastic Model for Lithium”. J. Electrochem. Soc., 166, A1092–A1095, 2019.

11. J. Simo and K. Pister, “Remarks on rate constitutive equations for finite deformation problems: computational implications,” Comput. Methods Appl. Mech. Eng., vol. 46, no. 2, pp. 201–215, 1984.

12. J. Simo, R. Taylor, and K. Pister, “Variational and projection methods for the volume constraint in finite deformation elasto-plasticity,” Comput. Methods Appl. Mech. Eng., vol. 51, pp. 177–208, 1985.

13. S. Hartmann and P. Neff, “Polyconvexity of generalized polynomial-type hyperelastic strain energy functions for near-incompressibility,” Int. J. Solids Struct., vol. 40, pp. 2767–2791, 2003.

14. M. Attard, “Finite Strain — Isotropic Hyperelasticity,” Int. J. Solids Struct., vol. 40, pp. 4353–4378, 2003.

15. C. Miehe, “Aspects of the formulation and finite element implementation of large strain isotropic elasticity,” Int. J. Numer. Meth. Engng., vol. 37, pp. 1981–2004, 1994.

16. J. Simo, R. Taylor, “Quasi-incompressible finite elasticity in principal stretches. continuum basis and numerical algorithms,” Comput. Methods Appl. Mech. Eng., vol. 85, pp. 273–310, 1991.

17. 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.

18. A.F. Bower, Applied Mechanics of Solids, CRC Press, 2009.

19. C. Kadapa and M. Hossain, “A linearized consistent mixed displacement-pressure formulation for hyperelasticity,” Mech. Adv. Mater. Struct., vol. 29, pp. 267–284, 2022.

20. A. Gent, “A new Constitutive Relation for Rubbers,” Rubber Chem. Technol., vol. 69, pp. 59–61, 1996.

21. C. Horgan and G. Saccomandi, “Constitutive Models for Compressible Nonlinearly Elastic Materials with Limiting Chain Extensibility,” J. Elasticity, vol. 7, pp. 123–138, 2004.

22. H. Ambacher, H. Enderle, H. Kilian, A. Sauter, “Relaxation in permanent networks”. In: Pietralla M., Pechhold W. (eds) Relaxation in Polymers. Progress in Colloid & Polymer Science, vol. 80, pp. 209–220, Steinkopff, 1989.

23. M. Kaliske and H. Rothert, “On the finite element implementation of rubber-like materials at finite strains”, Eng. Comput., vol. 14, pp. 216–232, 1997.

24. G. Marckmann and E. Verron, “Comparison of hyperelastic models for rubber-like materials” Rubber Chem. Technol., vol. 79, pp. 835–858, 2006.

25. B. Storakers, “On Material Representation and Constitutive Branching in Finite Compressible Elasticity,” J. Mech. Phys. Solids, vol. 34, pp. 125–145, 1986.

26. P. Blatz, W. Ko , “Application of Finite Elastic Theory to the Deformation of Rubbery Materials,” Tran. Soc. Rheol., vol. 6, pp. 223–251, 1962.

27. Y. Gao, “Large Deformation Field Near a Crack Tip in a Rubber-like Material,” Theor. Appl. Fract. Mec., vol. 26, pp. 155–162, 1997.

28. R.L. Taylor, “Thermomechanical analysis of viscoelastic solids,” Int. J. Numer. Meth., vol. 2, pp. 45–59, 1970.

29. G. Holzapfel, T. Gasser, and R. Ogden, “A New Constitutive Framework for Arterial Wall Mechanics and a Comparative Study of Material Models,” J. Elasticity, vol. 61, pp. 1–48, 2000.

30. T. Gasser, R. Ogden, and G. Holzapfel, “Hyperelastic modelling of arterial layers with distributed collagen fibre orientations,” J. R. Soc. Interface, vol. 3, pp. 15–35, 2006.

31. J. Helfenstein et al, “On non-physical response in models for fiber-reinforced hyperelastic materials,” Int. J. Solids Struct., vol. 47, pp. 2056–2061, 2010.

32. D. Nolan et al, “A robust anisotropic hyperelastic formulation for the modelling of soft tissue,” J. Mech. Behav. Biomed. Mater., vol. 39, pp. 48–60, 2014.

33. M. Kaliske and G. Heinrich, “An Extended Tube Model for Rubber Elasticity: Statistical-Mechanical Theory and Finite Element Implementation,” Rubber Chem. Technol., vol. 72, pp. 602–632, 1999.

34. R. Behnke and M. Kaliske, “The Extended Non-affine Tube Model for Crosslinked Polymer Networks: Physical Basics, Implementation, and Application to Thermomechanical Finite Element Analyses,” in Designing of Elastomer Nanocomposites: From Theory to Applications, Springer, 2017.

35. J. Bergström, Mechanics of Solid Polymers: Theory and Computational Modeling, Elsevier, 2015.

36. J. Bergström and M. Boyce, “Large strain time-dependent behavior of filled elastomers” Mechanics of Materials, vol. 32, pp. 627–644, 2000.

37. J. Bergström and J. Bischoff, “An advanced thermomechanical constitutive model for UHMWPE,” The International Journal of Structural Changes in Solids, vol. 2 pp. 31–39, 2010.

38. A. Souza and others, “Three-dimensional model for solids undergoing stress-induced phase transformations,” European J. Mech. A Solids, vol. 17, pp. 789–806, 1988.

39. F. Auricchio and L. Petrini, “A three-dimensional model describing stress-temperature induced solid phase transformations. Part I: solution algorithm and boundary value problems,” Int. J. Numer. Meth. Eng., vol. 61, pp. 807–836, 2004.

40. F. Auricchio and others, “SMA numerical modeling versus experimental results: Parameter identification and model prediction capabilities,” J. Mater. Eng. Perform., vol. 18, pp. 649–654, 2009.

41. D. Lagoudas (Ed.) Shape Memory Alloys: Modeling and Engineering Applications, Springer, 2008.

42. D. Lagoudas and others, “Constitutive model for the numerical analysis of phase transformation in polycrystalline shape memory alloys,” Int. J. Plast., vol. 32–33, pp. 155–183, 2012.

43. L. Mullins, “Effect of stretching on the properties of rubber,” J. Rubber Res., vol. 16, pp. 275–289, 1947.

44. L. Mullins and N.R. Tobin, “Theoretical model for the elastic behavior of filled-reinforced vulcanized rubbers,” Rubber Chem. Technol., vol. 30, pp. 555–571, 1957.

45. L. Mullins. “Softening of rubber by deformation,” Rubber Chem. Technol., vol. 42, pp. 339–362, 1969.

46. R. Ogden and D. Roxburgh, “A pseudo-elastic model for the Mullins effect in filled rubber,” Proc. R. Soc. Lond., vol. A 455, pp. 2861–2878, 1999.

47. A. Dorfmann and R. Ogden, “A constitutive model for the Mullins effect with permanent set in particle-reinforced rubber,” Int. J. Solids Struct., vol. 41, pp. 1855–1878, 2004.

48. Z. Guo and L. Sluys, “Computational modelling of the stress-softening phenomenon of rubber-like materials under cyclic loading,” Eur. J. Mech. A/Solids, vol. 25, pp. 877–896, 2006.

49. C. Miehe, “Discontinuous and continuous damage evolution in Ogden-type large strain elastic materials,” Eur. J. Mech. A/Solids, vol. 14, pp. 697–720, 1995.

50. R. Koeller, “Application of fractional calculus to the theory of viscoelasticity,” J. Appl. Mech., vol. 51. pp. 299–307, 1984.

2. D. Drucker and W. Prager, “Soil Mechanics and Plastic Analysis or Limit Design,” Q. Appl. Math., vol. 10, no. 2, pp. 157–165, 1952.

3. S. Dolarevic and A. Ibrahimbegovic, “A modified three-surface elasto-plastic cap model and its numerical implementation,” Comput. Struct., vol. 85, pp. 419–430, 2007.

4. B. Bresler and K. Pister, “Strength of Concrete Under Combined Stresses,” ACI Journal, vol. 551, pp. 321–345, 1958.

5. H. Matsuoka and T. Nakai, “Stress-deformation and Strength Characteristics of Soil Under Three Different Principal Stresses,” Proc. JSCE, vol. 232, 1974.

6. H. Matsuoka and T. Nakai, “Relationship Among Tresca, Mises, Mohr–Coulomb, and Matsuoka–Nakai Failure Criteria,” Soils Found., vol. 25, pp. 123–128, 1985.

7. H.S. Yu, Plasticity and Geotechnics, Springer, 2006.

8. V. Marinos, P. Marinos, and E. Hoek, “The Geological Strength Index: Applications and Limitations,” Bull. Eng. Geol. Environ., vol. 64, pp. 55–65, 2005.

9. J. Jaeger, N. G. Cook, and R. Zimmerman, Fundamentals of Rock Mechanics, 4th ed., Wiley-Blackwell, 2007.

10. G. C. Nayak and O. C. Zienkiewicz, “Convenient Form of Stress Invariants for Plasticity,” J. Struct. Div. ASCE, vol. 98, pp. 949–954, 1972.

11. A.J. Abbo and S.W. Sloan, “A Smooth Hyperbolic Approximation to the Mohr–Coulomb Yield Criterion,” Comput. Struct., vol. 54, pp. 427–441, 1995.

12. 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.

13. B.H.G. Brady and E.T. Brown, Rock Mechanics for Underground Mining, 3rd ed., Springer, 2004.

14. H.A. Taiebat and J.P. Carter, “Flow Rule Effects in the Tresca Model,” Comput. Geotech., vol. 35, pp. 500–503, 2008.

15. 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.

16. D.M. Wood, Soil Behaviour and Critical State Soil Mechanics, Cambridge University Press, 2007.

17. D.M. Potts and L. Zadravkovic, Finite Element Analysis in Geothechnical Engineering, Thomas Telford, 1999.

18. W. Tiecheng and others, Stress-strain Relation for Concrete Under Triaxial Loading, 16th ASCE Engineering Mechanics Conference, 2003.

19. W.F. Chen, Plasticity in Reinforced Concrete, McGraw Hill, 1982.

20. N. Ottosen, “A Failure Criterion for Concrete,” J. Eng. Mech. Division, ASCE, vol. 103, no. 4, pp. 527–535, 1977.

21. N. Ottosen and M. Ristinmaa, The Mechanics of Constitutive Modelling, Elsevier, 2005.

22. J. Suebsuk, S. Horpibulsuk, and M. Liu, “Modified Structured Cam Clay: A generalised critical state model for destructured, naturally structured and artificially structured clays,” Comput. Geotech., vol. 37, pp. 956–968, 2010.

23. M. Lui and J.P. Carter, “A structured Cam Clay model,” Can. Geotech. J., vol. 39, pp. 1313–1332, 2002.

24. E. Alonso, A. Gens, and A. Josa, “A constitutive model for partially saturated soils,” Géotechnique, vol. 40, 1990.

25. D. Pedroso and M. Farias, “Extended Barcelona Basic Model for unsaturated soil under cyclic loadings,” Comput. Geotech., vol. 38, no. 5, pp. 731–740, 2011.

26. T. Benz, Small-strain stiffness of soils and its numerical consequences, PhD Thesis, Stuttgart University, 2007.

27. T. Benz, P. Vermeer, and R. Schwab, “A Small-Strain Overlay Model”, Int. J. Numer. Anal. Meth. Geomech., vol. 33, pp. 25–44, 2009.

28. T. Bower, Constitutive modelling of soils and fibre-reinforced soils, PhD Thesis, Cardiff University, 2017.

29. P. Grassl and M. Jirásek, “Damage-plastic model for concrete failure,” Int. J. Solids Struct., vol. 43, pp. 7166–7196, 2006.

30. P. Grassl, D. Xenos, U. Nyström, R. Rempling, K. Gylltoft, “CDPM2: A damage-plasticity approach to modelling the failure of concrete,” Int. J. Solids Struct., vol. 50, pp. 3805–3816, 2013.

2. A.F. Bower, Applied Mechanics of Solids, CRC Press, 2009.

3. B.O. Hardin and V.P. Drnevich, “Shear modulus and damping in soils: Design equations and curves,” J. Soil Mech., vol. 98, no. 6, pp. 667–692, 1972.

4. J.M. Duncan and C.Y. Chang, “Nonlinear analysis of stress and strain in soils,” J. Soil Mech., vol. 96, no. 5, pp. 1629–1653, 1970.

5. J.M. Duncan, P. Byrne, K.S. Wong, and P. Mabry, “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. E.T. Selig, Soil Parameters for Design of Buried Pipelines, Pipeline Infrastructure, B.A. Bennett, ed., ASCE, New York, pp. 99–116, 1988.

2. M. Jirasek and Z. Bazant, Inelastic Analysis of Structures, Ch.20 General Elastoplastic Constitutive Models. Wiley, 2001.

3. J. Simo and T. Hughes, Computational Inelasticity, Springer, 1998.

4. J. Simo, “Algorithms for Static and Dynamic Multiplicative Plasticity that Preserve the Classical Return Mapping Schemes of the Infinitesimal Theory,” Comput. Methods Appl. Mech. Eng., vol. 99, pp. 61–112, 1992.

5. J. Lubliner, Plasticity Theory, Dover, 2008.

6. R. Hill, “A Theory of the Yielding and Plastic Flow of Anisotropic Metals,” Proc. Roy. Soc. London, vol. 193, pp. 281–297, 1948.

7. N. Ottosen and M. Ristinmaa, The Mechanics of Constitutive Modeling, Elsevier Science, 2005.

8. A Lion, “Constitutive modelling in finite thermoviscoplasticity: a physical approach based on nonlinear rheological models,” Int. J. Plast., 2000.

9. S. Shima and M. Oyane. “Plasticity theory for porous metals,” Int. J. Mech. Sci., vol. 18, pp. 285–291, 1976.

10. A. Gurson, “Continuum theory of ductile rupture by void nucleation and growth: Part I – Yield criteria and flow rules for porous ductile media,” J. Eng. Mater. Technol., vol. 99, pp. 2–15, 1977.

11. V. Tvergaard and A. Needleman, “Analysis of the cup-cone fracture in a round tensile bar,” Acta Metallurgica, vol. 32, pp. 157–169, 1984.

12. A. Needleman and V. Tvergaard. “An analysis of ductile rupture in notched bars,” J. Mech. Phys.Solids, vol. 32, pp. 461– 490, 1984.

13. K. Nahshon and Z. Xue, “A modified Gurson model and its application to punch-out experiments,” Eng. Fract. Mech., vol. 76, pp. 997–1009, 2009.

14. A.E. Huespe, A. Needleman, and J. Oliver, “A finite strain, finite band method for modeling ductile fracture,” Int. J. Plast., vol. 28, pp. 53–69, 2012.

15. N. Fleck, L. Kuhn, and R. McMeeking, “Yielding of metal powder bonded by isolated contacts,” J. Mech. Phys. Solids, vol. 40, pp. 1139–1162, 1992.

16. P. Redanz, “Numerical modelling of the powder compaction of a cup,” Eur. J. Mech. - A/Solids, vol. 18, pp. 399–413, 1999.

17. J. Cedergren, N. Sorensen, and A. Bergmark, “Three-dimensional analysis of compaction of metal powder,” Mech. Mater., vol. 34, pp. 43–59, 2004.

18. S. Tsai and E. Wu, “A general theory of strength for anisotropic materials,” J. Compos. Mater., vol. 5, pp. 58–80, 1971.

19. P. Hopkins, “Benchmarks for Membrane and Bending Analysis of Laminated Shells. Part 2: Strength Analysis,” NAFEMS Ltd, 2005.

20. Z. Hashin, “Failure Criteria for Unidirectional Fiber Composites”, J. Appl. Mech., vol. 47, p. 329, 1980.

21. A.J. Sobey, J.I.R. Blake, and R.A. Shenoi, “Implications of failure criteria choices on the rapid concept design of composite grillage structures using multiobjective optimisation”, Struct. Multidiscipl. Optim., vol. 47, pp. 735–747, 2013.

22. C.G. Davila, P.P. Camanho, and C.A. Rose. “Failure Criteria for FRP Laminates,” J. Compos. Mater., 39, 2005.

23. R.A.B Engelen, M.G.D. Geers, and F.P.T. Baaijens, “Nonlocal implicit gradient-enhanced elasto-plasticity for modelling of softening behaviour,” Int. J. Plast., vol. 19, no. 4, pp. 403–433, 2003.

24. S. Forest, “Micromorphic approach for gradient elasticity, viscoplasticity, and damage,” J. Eng. Mech., vol. 135, no. 3, pp. 117–131, 2009.

2. M. Jirásek, “Damage and smeared crack models,” pp. 1–49 in Numerical Modeling of Concrete Cracking, G. Hofstetter and G. Meschke eds., Springer, 2011.

3. J. Mazars, “A description of micro and macroscale damage of concrete structures,” Eng. Fract. Mech., vol. 25, pp. 729–737, 1986.

4. Z. Bazant and B. Oh, “Crack band theory for fracture in concrete,” Mater. Struct., vol. 16, pp. 155–177, 1983.

5. M. Jirásek and M. Bauer, “Numerical aspects of the crack band approach,” Comput. Struct., vol. 110, pp. 60–78, 2012.

6. R. Peerlings and others, “Gradient enhanced damage for quasi-brittle materials,” Int. J. Numer. Meth. Eng., vol. 39, pp. 3391–3403, 1996.

7. C. Miehe, M. Hofhacker, and F. Welschinger, “A phase field model for rate-independent crack propagation: Robust algorithmic implementation based on operator splits,” Comput. Methods Appl. Mech. Eng., vol. 199, pp. 2765–2778, 2010.

8. F. Hildebrand, C. Miehe, “Comparison of Two Bulk Energy Approaches for the Phase field Modeling of Two-variant Martensitic Laminate Microstructure,” Tech. Mec. vol. 32, pp. 3–20, 2012.

9. C. Miehe, L.S. Schänzel, and H. Ulmer, “Phase field modeling of fracture in multi-physics system. Part 1. Balance of crack surface and failure criteria for brittle crack propagation in thermo-elastic solids,” Comput. Methods Appl. Mech. Eng., vol 294, pp. 449–485, 2014.

10. M.J Borden, Analysis of Phase-Field Models for Dynamic Brittle and Ductile Fracture, PhD Thesis, The University of Texas at Austin, 2012.

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.

2. L.D. Landau and E.M. Lifshitz, Electrodynamics of Continuous Media, Pergamon Press, pp. 69–73, 1960.

3. D.J. Griffiths, “Resource Letter EM-1: Electromagnetic Momentum,” Am. J. Phys., vol. 80, pp. 7–18, 2012.

4. L. Dorfmann, R.W. Ogden, Mechanics and Electrodynamics of Electroelastic and Magnetoelastic Interactions, Springer, 2014.

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 Magnetostrictive 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. M.J. Dapino, “Nonlinear and Hysteretic Magnetomechanical Model for Magnetostrictive Transducers,” PhD Dissertation, Iowa State University, 1999.

6. C.H. Sherman and J.L. Butler, Appendix A.7, p. 555 in Transducers and Arrays for Underwater Sound, Springer, New York, 2007.

2. L.D. Landau and E.M. Lifshitz, Electrodynamics of Continuous Media, Pergamon Press, pp. 69–73, 1960.

3. R.E. Newnham, V. Sundar, R. Yimnirun, J. Su, and Q.M. Zhang, “Electrostriction: Nonlinear Electromechanical Coupling in Solid Dielectrics,” J. Phys. Chem. B, vol. 101, pp. 10141–10150, 1997.

2. C. L. Horn and N. Shankar, “A finite element method for electrostrictive ceramic devices,” Int. J. Solids Struct., vol. 33, pp. 1757–1779, 1995.

3. R.C. Smith and Z. Ounaies. “A Domain Wall Model for Hysteresis in Piezoelectric Materials,” J. Int. Mat. Sys. Struct., vol. 11, no. 1, pp. 62–79, 2000.

2. B. Lalanne and M. Touratier, “Aeroelastic Vibrations and Stability in Cyclic Symmetric Domains,” Int. J. Rotating Mach., vol. 6, no. 6, pp. 445–452, 2000.

3. Y.C. Fung, Foundations of Solid Mechanics, Prentice-Hall, 1965, page 99.

4. Q. Hu, F. Chouly, P. Hu, G. Cheng, and S.P.A Bordas, “Skew-symmetric Nitsche’s formulation in isogeometric analysis: Dirichlet and symmetry conditions, patch coupling and frictionless contact,” Comput. Methods Appl. Mech. Eng., vol. 341, pp. 188–220, 2018.

2. L. De Lorenzis, D. Fernando, and J.G. Teng, “Coupled mixed-mode cohesive zone modeling of interfacial debonding in plated beams,” Int. J. Solids Struct., vol. 50, pp. 2477–2494, 2013.

3. R.D.S.G. Campilho, M.F.S.F. de Moura, and J.J.M.S. Domingues, “Using a cohesive damage model to predict the tensile behavior of CFRP single-strap repairs,” Int. J. Solids Struct., vol. 45, no. 5, pp. 1497–1512, 2008.

4. S.T. Pinho, L. Iannucci, and P. Robinson, “Formulation and implementation of decohesion elements in an explicit finite code,” Composites Part A: Applied Science and Manufacturing, vol. 37, no. 5, pp. 778–789, 2006.

5. N. Valoroso and L. Champeny, “A damage-mechanics-based approach for modelling decohesion in adhesively bonded assemblies,” Eng. Fract. Mech., vol. 73, pp. 2774–2801, 2006.

6. L. Allix and A Corigliano, “Geometrical and interfacial non-linearities in the analysis of delamination in composites,” Int. J. Solids Struct., vol. 36, pp. 2189–2216, 1999