A non-linear programming approach to kinematic shakedown analysis of composite materials
Using a Representative volume element (RVE) to represent the microstructure of periodic composite materials, this paper develops a non‐linear numerical technique to calculate the macroscopic shakedown domains of composites subjected to cyclic loads. The shakedown analysis is performed using homogeni...
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| Published in | International journal for numerical methods in engineering Vol. 66; no. 1; pp. 117 - 146 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Chichester, UK
John Wiley & Sons, Ltd
02.04.2006
Wiley |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0029-5981 1097-0207 |
| DOI | 10.1002/nme.1547 |
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| Abstract | Using a Representative volume element (RVE) to represent the microstructure of periodic composite materials, this paper develops a non‐linear numerical technique to calculate the macroscopic shakedown domains of composites subjected to cyclic loads. The shakedown analysis is performed using homogenization theory and the displacement‐based finite element method. With the aid of homogenization theory, the classical kinematic shakedown theorem is generalized to incorporate the microstructure of composites. Using an associated flow rule, the plastic dissipation power for an ellipsoid yield criterion is expressed in terms of the kinematically admissible velocity. By means of non‐linear mathematical programming techniques, a finite element formulation of kinematic shakedown analysis is then developed leading to a non‐linear mathematical programming problem subject to only a small number of equality constraints. The objective function corresponds to the plastic dissipation power which is to be minimized and an upper bound to the shakedown load of a composite is then obtained. An effective, direct iterative algorithm is proposed to solve the non‐linear programming problem. The effectiveness and efficiency of the proposed numerical method have been validated by several numerical examples. This can serve as a useful numerical tool for developing engineering design methods involving composite materials. Copyright © 2005 John Wiley & Sons, Ltd. |
|---|---|
| AbstractList | Using a
Representative volume element
(RVE) to represent the microstructure of periodic composite materials, this paper develops a non‐linear numerical technique to calculate the macroscopic shakedown domains of composites subjected to cyclic loads. The shakedown analysis is performed using homogenization theory and the displacement‐based finite element method. With the aid of homogenization theory, the classical kinematic shakedown theorem is generalized to incorporate the microstructure of composites. Using an associated flow rule, the plastic dissipation power for an ellipsoid yield criterion is expressed in terms of the kinematically admissible velocity. By means of non‐linear mathematical programming techniques, a finite element formulation of kinematic shakedown analysis is then developed leading to a non‐linear mathematical programming problem subject to only a small number of equality constraints. The objective function corresponds to the plastic dissipation power which is to be minimized and an upper bound to the shakedown load of a composite is then obtained. An effective, direct iterative algorithm is proposed to solve the non‐linear programming problem. The effectiveness and efficiency of the proposed numerical method have been validated by several numerical examples. This can serve as a useful numerical tool for developing engineering design methods involving composite materials. Copyright © 2005 John Wiley & Sons, Ltd. Using a Representative volume element (RVE) to represent the microstructure of periodic composite materials, this paper develops a non-linear numerical technique to calculate the macroscopic shakedown domains of composites subjected to cyclic loads. The shakedown analysis is performed using homogenization theory and the displacement-based finite element method. With the aid of homogenization theory, the classical kinematic shakedown theorem is generalized to incorporate the microstructure of composites. Using an associated flow rule, the plastic dissipation power for an ellipsoid yield criterion is expressed in terms of the kinematically admissible velocity. By means of non- linear mathematical programming techniques, a finite element formulation of kinematic shakedown analysis is then developed leading to a non-linear mathematical programming problem subject to only a small number of equality constraints. The objective function corresponds to the plastic dissipation power which is to be minimized and an upper bound to the shakedown load of a composite is then obtained. An effective, direct iterative algorithm is proposed to solve the non-linear programming problem. The effectiveness and efficiency of the proposed numerical method have been validated by several numerical examples. This can serve as a useful numerical tool for developing engineering design methods involving composite materials. Using a Representative volume element (RVE) to represent the microstructure of periodic composite materials, this paper develops a non‐linear numerical technique to calculate the macroscopic shakedown domains of composites subjected to cyclic loads. The shakedown analysis is performed using homogenization theory and the displacement‐based finite element method. With the aid of homogenization theory, the classical kinematic shakedown theorem is generalized to incorporate the microstructure of composites. Using an associated flow rule, the plastic dissipation power for an ellipsoid yield criterion is expressed in terms of the kinematically admissible velocity. By means of non‐linear mathematical programming techniques, a finite element formulation of kinematic shakedown analysis is then developed leading to a non‐linear mathematical programming problem subject to only a small number of equality constraints. The objective function corresponds to the plastic dissipation power which is to be minimized and an upper bound to the shakedown load of a composite is then obtained. An effective, direct iterative algorithm is proposed to solve the non‐linear programming problem. The effectiveness and efficiency of the proposed numerical method have been validated by several numerical examples. This can serve as a useful numerical tool for developing engineering design methods involving composite materials. Copyright © 2005 John Wiley & Sons, Ltd. |
| Author | Yu, H. S. Li, H. X. |
| Author_xml | – sequence: 1 givenname: H. X. surname: Li fullname: Li, H. X. email: Huaxiang.li@eng.ox.ac.uk organization: Department of Engineering Science, University of Oxford, Parks Road, Oxford, OX1 3PJ, U.K – sequence: 2 givenname: H. S. surname: Yu fullname: Yu, H. S. organization: School of Civil Engineering, The University of Nottingham, University Park, Nottingham NG7 2RD, U.K |
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| Cites_doi | 10.1016/0020-7683(75)90025-6 10.1016/S0997-7538(00)00171-6 10.1016/S0045-7825(98)00227-8 10.1016/0045-7825(93)90048-3 10.1007/s004190050247 10.1002/nme.1620030211 10.1016/S0093-6413(99)00029-4 10.1016/0022-5096(65)90010-4 10.1016/S0022-5096(97)00033-1 10.1098/rspa.2002.1039 10.1016/0022-5096(65)90023-2 10.1016/0020-7683(91)90152-6 10.1115/1.3443401 10.1016/j.commatsci.2004.01.030 10.1016/S0749-6419(95)00050-X 10.1002/nag.1610060105 10.1002/nme.1620361409 10.1002/nme.1620231107 10.1016/S0308-0161(01)00052-7 10.1007/BF02133439 10.1016/S0020-7403(96)00103-8 10.1002/zamm.19790590803 10.1007/BF02487595 10.1016/S0045-7825(98)00120-0 10.1016/0956-716X(91)90016-T 10.1016/0020-7683(94)00230-T 10.1080/01495739208946130 10.1016/0956-716X(91)90015-S 10.1016/0167-6636(94)90021-3 10.1016/0749-6419(86)90009-4 10.1016/S0022-5096(97)00046-X 10.1016/0020-7683(94)00139-N 10.1002/(SICI)1096-9853(200006)24:7<627::AID-NAG86>3.0.CO;2-L 10.1520/CTR10554J 10.1016/0749-6419(92)90026-9 |
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| Keywords | shakedown analysis Associated plasticity non-linear programming Iterative method Non linear programming Modeling Composite material Periodic structure Finite element method Inelasticity Kinematic theory Energy dissipation Cyclic load Kinematics composite materials Representative volume element Plastic flow Yield criterion Homogenization Large displacement Engineering design Upper bound Shakedown Periodic medium homogenization theory Non linear effect Microstructure Ellipsoid |
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International Journal for Numerical Methods in Engineering 1993; 36:2453-2472. Suquet P. Homogenization Techniques for Composite Media. Lecture Notes in Physics, vol. 272. Springer: New York, 1987. Tarn JQ, Dvorak GJ, Rao MSM. Shakedown of unidirectional composites. International Journal of Solids and Structures 1975; 11:751-764. Ponter ARS, Carter KF, Duggan JM. Shakedown limits for a metal matrix composite. Journal of Composites Technology and Research 2001; 23:197-204. Morelle P. Numerical shakedown analysis of axisymmetric sandwich shells: an upper bound formulation. International Journal for Numerical Methods in Engineering 1986; 23:2071-2088. Zienkiewicz OC, Taylor RL, Too TM. Reduced integration technique in general analysis of plates and shells. International Journal for Numerical Methods in Engineering 1971; 3:275-290. Francescato P, Pastor J. Lower and upper numerical bounds to the off-axis strength of unidirectional fiber-reinforced composite by limit analysis methods. 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Uniaxial strength of polymeric-matrix fibrous composites predicted through a homogenization approach. International Journal of Solids and Structures 1995; 14:2095-2123. Ponter ARS, Engelhardt M. Shakedown limits for a general yield condition: implementation and application for a von Mises yield condition. European Journal of Mechanics - A/Solids 2000; 19:423-445. Jansson S, Leckie FA. Effect of cyclic thermal loading on the inplane shear strength of fiber reinforced MMC's. European Journal of Mechanics - A/Solids 1997; 16:561-572. Yu HS, Netherton MD. Performance of displacement finite elements for modeling incompressible materials. International Journal for Numerical and Analytical Methods in Engineering and Geomechanics 2000; 24:627-653. Yu HS, Hossain MZ. Lower bound shakedown analysis of layered pavements using discontinuous stress field. Computer Methods in Applied Mechanics and Engineering 1998; 167:209-222. Weichert D, Hachemi A, Schwabe F. Shakedown analysis of composites. Mechanics Research Communications 1999; 26:309-318. König JA. Shakedown of Elastic-plastic Structure. Elsevier: Amsterdam, 1987. Michel JC, Moulinec H, Suquet P. Effective properties of composite materials with periodic microstructure: a computational approach. Computer Methods in Applied Mechanics and Engineering 1999; 172:109-143. König JA. On upper bounds to shakedown loads. ZAMM 1979; 59:349-354. Huh H, Yang WH. A general algorithm for limit solutions of plane stress problems. International Journal of Solids and Structures 1991; 28:727-738. Hill R. A theory of the yielding and plastic flow of anisotropic metals. Proceedings of the Royal Society of London 1948; 193:282-287. Shapiro JF. Mathematical Programming: Structures and Algorithms. A Wiley-Interscience Publication: New York, 1979. Melan E. Theorie Statisch Unbestimmter Tragwerke aus iddalplastischem baustoff. Sitzungsbericht der Akademie der Wissenschafien (Wien) Abt. IIA 1938; 195:145-195. Weichert D, Hachemi A, Schwabe F. 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Archive of Applied Mechanics 1999; 69:623-633. 1938; 195 2003; 459 1979; 59 1965; 13 1995; 14 2000; 24 1999; 172 1999; 26 1999; 69 1995; 32 1972 1975; 11 1992; 15 1993; 103 2001; 23 1979 1991; 7 1998; 46 1993; 36 1992; 8 1986; 2 2004; 31 1948; 193 2000; 19 1991; 28 1991; 25 1986; 23 1969; 4 1982; 6 1997; 12 1987 1997; 39 1997; 16 1977; 99 1960 1994; 18 2001; 78 1998; 167 1971; 3 König JA (e_1_2_1_32_2) 1987 Jansson S (e_1_2_1_18_2) 1997; 16 e_1_2_1_41_2 e_1_2_1_40_2 e_1_2_1_22_2 e_1_2_1_45_2 e_1_2_1_23_2 e_1_2_1_44_2 e_1_2_1_20_2 Himmelblau DM (e_1_2_1_37_2) 1972 e_1_2_1_43_2 e_1_2_1_21_2 e_1_2_1_42_2 e_1_2_1_26_2 Shapiro JF (e_1_2_1_38_2) 1979 e_1_2_1_25_2 e_1_2_1_28_2 e_1_2_1_29_2 Hill R (e_1_2_1_36_2) 1948; 193 Koiter WT (e_1_2_1_3_2) 1960 e_1_2_1_6_2 e_1_2_1_30_2 e_1_2_1_7_2 e_1_2_1_4_2 e_1_2_1_5_2 e_1_2_1_11_2 e_1_2_1_34_2 Melan E (e_1_2_1_2_2) 1938; 195 e_1_2_1_12_2 e_1_2_1_33_2 e_1_2_1_10_2 e_1_2_1_31_2 e_1_2_1_15_2 e_1_2_1_16_2 e_1_2_1_13_2 e_1_2_1_14_2 e_1_2_1_35_2 e_1_2_1_19_2 e_1_2_1_8_2 e_1_2_1_17_2 Suquet P (e_1_2_1_24_2) 1987 Francescato P (e_1_2_1_27_2) 1997; 16 e_1_2_1_9_2 e_1_2_1_39_2 |
| References_xml | – reference: König JA. On upper bounds to shakedown loads. ZAMM 1979; 59:349-354. – reference: Hill R. A theory of the yielding and plastic flow of anisotropic metals. Proceedings of the Royal Society of London 1948; 193:282-287. – reference: Ponter ARS, Carter KF, Duggan JM. Shakedown limits for a metal matrix composite. Journal of Composites Technology and Research 2001; 23:197-204. – reference: Sloan SW, Randolph MF. Numerical prediction of collapse loads using finite element methods. International Journal for Numerical and Analytical Methods in Engineering and Geomechanics 1982; 6:47-76. – reference: Hill R. Continuum micromechanics of elastoplastic polycrystals. Journal of the Mechanics and Physics of Solids 1965; 13:89-101. – reference: Ponter ARS, Engelhardt M. Shakedown limits for a general yield condition: implementation and application for a von Mises yield condition. European Journal of Mechanics - A/Solids 2000; 19:423-445. – reference: Hill R. A self-consistent mechanics of composite materials. Journal of the Mechanics and Physics of Solids 1965; 13:213-222. – reference: Tarn JQ, Dvorak GJ, Rao MSM. Shakedown of unidirectional composites. International Journal of Solids and Structures 1975; 11:751-764. – reference: Chen HF, Ponter ARS. Shakedown and limit analyses for 3-D structures using the linear matching method. International Journal of Pressure Vessels and Piping 2001; 78:443-451. – reference: Taliercio A, Sagramoso P. Uniaxial strength of polymeric-matrix fibrous composites predicted through a homogenization approach. International Journal of Solids and Structures 1995; 14:2095-2123. – reference: Yu HS, Netherton MD. Performance of displacement finite elements for modeling incompressible materials. International Journal for Numerical and Analytical Methods in Engineering and Geomechanics 2000; 24:627-653. – reference: Maier G. Shakedown theory in perfect elastoplasticity with associated and nonassociated flow-laws: a finite element linear programming approach. Meccanica 1969; 4:250-260. – reference: Melan E. Theorie Statisch Unbestimmter Tragwerke aus iddalplastischem baustoff. Sitzungsbericht der Akademie der Wissenschafien (Wien) Abt. IIA 1938; 195:145-195. – reference: Weichert D, Hachemi A, Schwabe F. Shakedown analysis of composites. Mechanics Research Communications 1999; 26:309-318. – reference: Taliercio A. Lower and upper bounds to the macroscopic strength domain of a fiber-reinforced composite material. International Journal of Plasticity 1992; 8:741-762. – reference: Jansson S, Leckie FA. Effect of cyclic thermal loading on the inplane shear strength of fiber reinforced MMC's. European Journal of Mechanics - A/Solids 1997; 16:561-572. – reference: Daehn GS, Anderson PM, Zhang HY. Temperature change induced plasticity in metal matrix composites. 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| Snippet | Using a Representative volume element (RVE) to represent the microstructure of periodic composite materials, this paper develops a non‐linear numerical... Using a Representative volume element (RVE) to represent the microstructure of periodic composite materials, this paper develops a non‐linear numerical... Using a Representative volume element (RVE) to represent the microstructure of periodic composite materials, this paper develops a non-linear numerical... |
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| SubjectTerms | Composite materials Computational techniques Dissipation Exact sciences and technology finite element method Fundamental areas of phenomenology (including applications) homogenization theory Homogenizing Inelasticity (thermoplasticity, viscoplasticity...) Kinematics Mathematical analysis Mathematical methods in physics Mathematical programming non-linear programming Nonlinearity Numerical analysis Physics Shakedown analysis Solid mechanics Structural and continuum mechanics |
| Title | A non-linear programming approach to kinematic shakedown analysis of composite materials |
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