R ∞ Wi Z I , Z D Zij 6 saturated yield stress <strong>for</strong> isotropic hardening in CHABOCHE's model specific work <strong>of</strong> inelastic strain in <strong>the</strong> BODNER-PARTOM model internal variables <strong>for</strong> isotropic and kinematic hardening in <strong>the</strong> BODNER-PARTOM model material parameters (i = 1, 2, 3; j = 1, 2, 3, 4), eqs. (22a,b) β, βi material parameters <strong>for</strong> damage evolution, eqs. (3b, 4) ε i e εi η i eigen-values (i = 1, 2, 3) <strong>of</strong> total strain tensor E eigen-values (i = 1, 2, 3) <strong>of</strong> elastic strain tensor E e orientation function φ(p) material function <strong>for</strong> kinematic hardening in CHABOCHE's model φ ∞ ˆ σ i vectors e i c ei saturated value <strong>of</strong> φ(p) , material parameter <strong>for</strong> kinematic hardening in CHABOCHE's model eigen-values (i = 1, 2, 3) <strong>of</strong> damage-active stress tensor ˆ S orthogonal unit vectors (i = 1, 2, 3), reference base, e i ⋅ e j = δ ij lattice vectors (i = 1, 2, 3) e εe e n , ni eigen-vectors (i = 1, 2, 3) <strong>of</strong> total and elastic strain tensors, E and E , respectively i s n ˆ i eigen-vectors (i = 1, 2, 3) <strong>of</strong> damage-active stress tensor ˆ S second order tensors B internal variable <strong>for</strong> kinematic hardening in <strong>the</strong> BODNER-PARTOM model D damage tensor Da E, E e active damage tensor total and elastic strain tensor E + , E e+ positive projections <strong>of</strong> total and elastic strain tensors, E and E e , eqs. (11a,b) E Ý i inelastic strain rate tensor in unified models H ε , H εe spectral tensors, eqs. (8a,b) I second order identity tensor
S CAUCHY stress tensor ˜ S effective stress tensor ˆ S damage-active stress tensor ˜ ′ S deviator <strong>of</strong> <strong>the</strong> damage-active stress Y D <strong>the</strong>rmodynamic <strong>for</strong>ce conjugate to damage tensor D X backstress tensor 7
- Page 1 and 2: Technical Note GKSS/WMS/01/5 intern
- Page 4 and 5: 0. Nomenclature 3 1. Introduction 7
- Page 8 and 9: W internal variable, eq. (20b) four
- Page 10 and 11: where S is the CAUCHY stress tensor
- Page 12 and 13: 12 0 for x ≤ xm 1 h(x) = 2 1− c
- Page 14 and 15: flow rule: E Ý i = p Ý ˜ S ′
- Page 16 and 17: 16 −1 −1 D1 = 0 , L1 = 0, Z i1
- Page 18 and 19: parameters of Tables 2 and 3, and t
- Page 20 and 21: 20 Fig. 1. Experiments and model pr
- Page 22 and 23: 22 Fig. 3. Contour plots of the max
- Page 24 and 25: 24 Fig. 5. Contour plots of directi
- Page 26 and 27: 26 Fig. 6. FE-mesh and loading cond
- Page 28 and 29: 28 Fig. 13. FE-mesh and loading con
- Page 30 and 31: proove that the model performs well
- Page 33 and 34: 6. References AI, S.H.; LUPINC, V.
- Page 35 and 36: 7. Appendices: ABAQUS-Inputfiles 7.
- Page 37 and 38: ** auflagerung ** *BOUNDARY, OP=NEW
- Page 39 and 40: ** E, nu, Do, n, K1, K2, K3, m1 149
- Page 41 and 42: ** ====== 2. load ein ** *STEP, INC
- Page 43 and 44: 7.3 Appendix 3: Single crystal plat
- Page 45 and 46: *NODE FILE, FREQUENCY=0 *EL FILE, F
- Page 47 and 48: 7.4 Appendix 4: TiAl turbine blade
- Page 49 and 50: *AMPLITUDE, NAME=CYCLEONE, DEFINITI