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University of CassinoFaculty of Eng
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Contents1. INTRODUCTION ...........
- Page 5 and 6: 5.2.1.2. Finite Element Approximati
- Page 7 and 8: 1 INTRODUCTIONScience and technolog
- Page 9 and 10: The implementations of the model in
- Page 11 and 12: applications are presented in order
- Page 13 and 14: 2 SHAPE MEMORY ALLOYS2.1 Introducti
- Page 16 and 17: transformation (M→A), indicated r
- Page 18: Fig. 2.2: SuperelasticityFig. 2.3:
- Page 21 and 22: The Differential Scanning Calorimet
- Page 23 and 24: 2.3 Biocompatibility of Shape-Memor
- Page 25 and 26: only in the angioplasty procedure,
- Page 27 and 28: micropumps used to unblock blood ve
- Page 29 and 30: introduction of a multi-well free-e
- Page 31 and 32: spectral decomposition allowing the
- Page 33 and 34: Fig. 3.1: Reference and deformed co
- Page 35 and 36: δ δ = δ and δ δ = δ(3.6)iI iJ
- Page 37 and 38: and it is a two-point tensor since
- Page 39 and 40: Furthermore,( ) 2 2Jdet b= det F =
- Page 41 and 42: 3.2.3 Polar DecompositionThe deform
- Page 43 and 44: which can now be interpreted as fir
- Page 45 and 46: Fig. 3.2: Representation of the pol
- Page 47 and 48: ecause, as time progresses, the spe
- Page 49 and 50: It can be introduced the rotated ra
- Page 51 and 52: traction vector. For the Cauchy’s
- Page 53 and 54: Nt per unit area acting on the boun
- Page 55: transforms according to a= Qa. Velo
- Page 59 and 60: where the direct dependency upon X
- Page 61 and 62: 3.4.2 Isotropic Hyperelasticity - M
- Page 63 and 64: such phenomena as the Bauschinger e
- Page 65 and 66: superposed to intermediate configur
- Page 67 and 68: whereΨerepresents the elastic stra
- Page 69 and 70: ( )( ) E 1 ( )Ψ = h ω β T − M
- Page 71 and 72: 4.2.2 Clausius-Duhem InequalityIn o
- Page 73 and 74: −1∂Ψe−TS− 2FtFt= 0∂Ce(4.
- Page 75 and 76: qφ = T : dt− ⋅gradT≥0(4.30)T
- Page 77 and 78: fact the values of ϕ andenergy usu
- Page 79 and 80: 4.2.5 Final Format of the Constitut
- Page 81 and 82: 1 ( C )*1t−1α = ( β T − M ( )
- Page 83 and 84: 5 FINITE STRAIN CONSTITUTIVE MODEL:
- Page 85 and 86: 2 3ζ 2 ζ 3exp( ζ g) = 1+ ζ g+ g
- Page 87 and 88: where d is a user-defined parameter
- Page 89 and 90: ⎡R R Rt⎢⎢RR Rt⎢⎣R R RtC C
- Page 91 and 92: γ• R,Ct=12EEtt(5.28)• R γ ,
- Page 93 and 94: The spatial virtual work equation s
- Page 95 and 96: [ E E E 2 E 2 E 2 E ]δE = δ δ δ
- Page 97 and 98: ˆNLB = B + B (5.51)a a ain whichBa
- Page 99 and 100: Kirchhoff stress and converting int
- Page 101 and 102: DF( φ)[ u]d=dεε = 0( φ εu)∂
- Page 103 and 104: In terms of the linear strain tenso
- Page 105 and 106: 6.2 3D Constitutive Model for Stres
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T − Mf Tη = η0− ⎡⎣h( ω)
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assumed to be ruled by the limit fu
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♦The limit function is assumed fu
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6.3.1.1 Time Integration of the 3D
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⎧∂f∂ ε⎪ C ⎡⎤⎣ ⎦⎪
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RRRRRRRR*( f )2 2 2Xd, X= I+ hΔ ζ
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If equation (6.42) is considered as
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7 3D-1D Constitutive Model with 1D
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*∂f6 3σ9 3 2 2 T Ml− hϑ+mz β
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⎡⎤⎢1 0 0 ⎥⎢⎥1ε t= ϑ
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(7.21)σ3 1.5R=− βc( T − Mf)+2
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It is interesting to evaluate how m
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It can be noted that equations (7.3
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The inelastic step is solved by the
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For brevity, only the saturated pha
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Fig. 7.2. Timoshenko’s beam theor
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NNNv1v2v3N θ1= ξξ ( − 1)21= ξ
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to analyze the two-dimensional elem
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300 N . A regular mesh characterize
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8.1.1.3 Superelastic and Shape-Memo
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200180T=285 K160140120Force [N]1008
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8.1.2 Comparison between 3D and 3D-
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PhLFig. 8.7: Geometry and boundary
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250200150100Axial force [N]500-50-1
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908070Bending moment [Nmm]605040302
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The arch is subjected to tension-co
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10864Axial force [N]20-2-4-6-8beam
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Some parameters characterizing the
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9876Applied load [N]54321Numerical
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The proposed constitutive models se
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REFERENCESAdler P.H., Yu W., Pelton
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Auricchio F., Taylor R., A return-m
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Ciarlet P.G., The Finite Element Me
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Huang M.S., Brinson L.C., A multiva
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Raniecki B., Lexcellent Ch., Thermo
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Taylor G.I., Plastic strain in meta