doc:user:elements:volumes:thixo_yield_stress
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doc:user:elements:volumes:thixo_yield_stress [2013/07/11 16:53] – joris | doc:user:elements:volumes:thixo_yield_stress [2016/03/30 15:23] (current) – external edit 127.0.0.1 | ||
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+ | ====== Yield Stress ====== | ||
+ | The class '' | ||
+ | |||
+ | |||
+ | $$ | ||
+ | \sigma_{yield} | ||
+ | $$ | ||
+ | |||
+ | The laws implemented in Metafor are described below | ||
+ | |||
+ | ===== BurgosViscoYieldStress | ||
+ | |||
+ | Viscous term of the yield stress specific to thixotropic materials. It depends on two internal parameters, the [[doc: | ||
+ | |||
+ | $$ | ||
+ | \sigma_{yield}= \sigma_{isoH} + \sigma_{visq} | ||
+ | $$ | ||
+ | |||
+ | === Description === | ||
+ | |||
+ | This viscous law is a Perzyna law whose parameters K and M depend on λ and fl (or feffl). | ||
+ | |||
+ | where | ||
+ | |||
+ | $$ | ||
+ | \sigma_{visq}= K \left (\dot{\overline{\varepsilon}}^{vp}\right )^{M} | ||
+ | $$ | ||
+ | |||
+ | $$ | ||
+ | K = K_1 e^{K_2(1-f_l)} e^{K_3 \lambda} | ||
+ | $$ | ||
+ | |||
+ | $$ | ||
+ | M = (M_1 + M_3 \lambda^2 + M_4 \lambda ) e^{M_2 (1-f_l)} | ||
+ | $$ | ||
+ | |||
+ | === Parameters === | ||
+ | ^ | ||
+ | |Number of the hardening law | ||
+ | |Number of the cohesion degree evolution law | ||
+ | |Initial cohesion degree (1 by default) | ||
+ | |Number of the liquid fraction evolution law | ||
+ | |Number of the effective liquid fraction evolution law | '' | ||
+ | |K1 | '' | ||
+ | |K2 | '' | ||
+ | |K3 | '' | ||
+ | |M1 | '' | ||
+ | |M2 | '' | ||
+ | |M3 | '' | ||
+ | |M4 | '' | ||
+ | |M5 | '' | ||
+ | |||
+ | :!: Careful: Only works if used with thixotropic materials ('' | ||
+ | |||
+ | ===== OrigViscoThixoYieldStress ===== | ||
+ | |||
+ | Viscous term of the yield stress specific to thixotropic materials. It depends on two internal parameters, the [[doc: | ||
+ | |||
+ | $$ | ||
+ | \sigma_{yield}= \sigma_{isoH} + \sigma_{visq} | ||
+ | $$ | ||
+ | |||
+ | |||
+ | === Description === | ||
+ | |||
+ | This viscous law is a Burgos law extended to degenerate properly towards a free solid suspensions behavior once the structure is fully broken (λ=0). | ||
+ | |||
+ | |||
+ | $$ | ||
+ | \sigma_{visq}= \eta_{susp}+ (\eta_{skel} | ||
+ | $$ | ||
+ | |||
+ | where | ||
+ | |||
+ | $$ | ||
+ | \eta_{susp} = K_4 e^{M_5 (1 - f_l^{eff})} | ||
+ | $$ | ||
+ | |||
+ | and (Burgos law) | ||
+ | |||
+ | $$ | ||
+ | \eta_{skel} = K (\dot{\overline{\varepsilon}}^{vp})^{M} | ||
+ | $$ | ||
+ | |||
+ | $$ | ||
+ | K = K_1 e^{K_2(1-f_l)} e^{K_3 \lambda} | ||
+ | $$ | ||
+ | |||
+ | $$ | ||
+ | M = (M_1 + M_3 \lambda^2 + M_4 \lambda ) e^{M_2 (1-f_l)} | ||
+ | $$ | ||
+ | |||
+ | === Parameters === | ||
+ | ^ | ||
+ | |Number of the hardening law | ||
+ | |Number of the cohesion degree evolution law | '' | ||
+ | |Initial cohesion degree (1 by default) | ||
+ | |Number of the liquid fraction evolution law | '' | ||
+ | |Number of the effective liquid fraction evolution law | ||
+ | |K1 | '' | ||
+ | |K2 | '' | ||
+ | |K3 | '' | ||
+ | |K4 | '' | ||
+ | |M1 | '' | ||
+ | |M2 | '' | ||
+ | |M3 | '' | ||
+ | |M4 | '' | ||
+ | |M5 | '' | ||
+ | |||
+ | :!: Careful: Only works if used with thixotropic materials ('' | ||
+ | |||
+ | ===== LashkariViscoThixoYieldStress ===== | ||
+ | |||
+ | Viscous term of the yield stress specific to thixotropic materials. It depends on two internal parameters, the [[doc: | ||
+ | |||
+ | $$ | ||
+ | \sigma_{yield}= \sigma_{isoH} + \sigma_{visq} | ||
+ | $$ | ||
+ | |||
+ | |||
+ | === Description === | ||
+ | |||
+ | This viscous law is a Burgos law extended to degenerate properly towards a free solid suspensions behavior once the structure is fully broken (λ=0). | ||
+ | |||
+ | $$ | ||
+ | \sigma_{visq}= \eta_{susp}+ (\eta_{skel} | ||
+ | $$ | ||
+ | |||
+ | where | ||
+ | |||
+ | $$ | ||
+ | \eta_{susp} = K_4 \left (f_l^{eff} \right )^{-M_5 (1 - (1-f_l)^{M_6})} | ||
+ | $$ | ||
+ | |||
+ | and (Burgos law) | ||
+ | |||
+ | $$ | ||
+ | \eta_{skel} = K \left (\dot{\overline{\varepsilon}}^{vp} \right )^{M} | ||
+ | $$ | ||
+ | |||
+ | $$ | ||
+ | K = K_1 e^{K_2(1-f_l)} e^{K_3 \lambda} | ||
+ | $$ | ||
+ | |||
+ | $$ | ||
+ | M = (M_1 + M_3 \lambda^2 + M_4 \lambda ) e^{M_2 (1-f_l)} | ||
+ | $$ | ||
+ | |||
+ | === Parameters === | ||
+ | ^ | ||
+ | |Number of the hardening law | '' | ||
+ | |Number of the cohesion degree evolution law | '' | ||
+ | |Initial cohesion degree (1 by default) | ||
+ | |Number of the liquid fraction evolution law | '' | ||
+ | |Number of the effective liquid fraction evolution law | ||
+ | |K1 | '' | ||
+ | |K2 | '' | ||
+ | |K3 | '' | ||
+ | |K4 | '' | ||
+ | |M1 | '' | ||
+ | |M2 | '' | ||
+ | |M3 | '' | ||
+ | |M4 | '' | ||
+ | |M5 | '' | ||
+ | |M6 | '' | ||
+ | |||
+ | :!: Careful: Only works if used with thixotropic materials ('' | ||
+ | |||
+ | ===== MicroMacroViscoThixoYieldStress ===== | ||
+ | |||
+ | Viscous term of the yield stress specific to thixotropic materials. It depends on two internal parameters, the [[doc: | ||
+ | |||
+ | $$ | ||
+ | \sigma_{yield}= \sigma_{isoH} + \sigma_{visq} | ||
+ | $$ | ||
+ | |||
+ | === Description === | ||
+ | |||
+ | The viscous yield stress is now computed based on a micro-macro model, where the semi-solid material is represented by spherical inclusions and their coating called the active zone. The inclusions are made of solid grains and entrapped liquid, when the active zone is made up of the solid bonds and the non entrapped liquid. | ||
+ | |||
+ | At the lower scale, the inclusions and the active zone are both made up of liquid and solid | ||
+ | |||
+ | This model is a system of 3 equations and 3 unknowns (localization variable for each phase), solved using Newton-Raphson: | ||
+ | |||
+ | $$ | ||
+ | A_a^s=\frac{5 \sigma_a}{3 \sigma_a + 2 \sigma_a^s}\\ | ||
+ | $$ | ||
+ | |||
+ | Localization variable of the solid phase in the inclusions | ||
+ | $$ | ||
+ | A_i^s=\frac{5 \sigma_i}{3 \sigma_i + 2 \sigma_i^s}\\ | ||
+ | $$ | ||
+ | |||
+ | Localization variable of the inclusions in the global semi-solid material | ||
+ | $$ | ||
+ | A_i =\frac{5 \sigma_{visq} \sigma_a}{3 \sigma_{visq} \sigma_a + 2 \sigma_i \sigma_a + 6/5 f_a A_i (\sigma_i - \sigma_a)^2 } | ||
+ | $$ | ||
+ | |||
+ | where | ||
+ | |||
+ | Viscous stress in the solid phase of the active zone: | ||
+ | $$ | ||
+ | \sigma_a^s = k_p (A_a^s \frac{1-(1-f_a)A_i}{f_a})^{m_p-1} (\dot{\overline{\epsilon}}^{vp})^{m_p}\\ | ||
+ | $$ | ||
+ | |||
+ | Viscous stress in the solid phase of the inclusions: | ||
+ | $$ | ||
+ | \sigma_i^s = k_s (A_i^s A_i)^{m_s-1} (\dot{\overline{\epsilon}}^{vp})^{m_s}\\ | ||
+ | $$ | ||
+ | |||
+ | Viscous stress in the active zone: | ||
+ | $$ | ||
+ | \sigma_a = k_l \dot{\overline{\epsilon}}^{vp} (1-\lambda A_a^s) + \lambda A_a^s \sigma_a^s \\ | ||
+ | $$ | ||
+ | |||
+ | Viscous stress in the inclusions: | ||
+ | $$ | ||
+ | \sigma_i = k_l \dot{\overline{\epsilon}}^{vp} (1-\frac{1-f_l-f_a \lambda}{1-f_a} A_i^s) + \lambda A_i^s \sigma_i^s \\ | ||
+ | $$ | ||
+ | |||
+ | Viscous stress: $$ | ||
+ | \sigma_{visq} = \sigma_a (1 - (1-f_a) A_i) + \sigma_i (1-f_a) A_i | ||
+ | $$ | ||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | === Parameters === | ||
+ | ^ | ||
+ | | Viscosity parameters of solid grains | ||
+ | | Viscosity parameters of liquid phase | ||
+ | | Viscosity parameters of the solid bonds (by default : '' | ||
+ | | Sensitivity to strain rate of solid grains | ||
+ | | Sensitivity to strain rate of the solid bonds (by default : '' | ||
+ | | Active zone fraction |