84                                                       ChVector<>& m_u,  in ComputeStress()  argument
108         m_u.x() = kur_u.x() * 2 * F;  in ComputeStress()
109         m_u.y() = kur_u.y() * D + kur_v.x() * (-m_nu * D);  in ComputeStress()
110         m_u.z() = kur_u.z() * m_beta * F;  in ComputeStress()
135         m_u.x() = h2 * (eps_u.y() * Q33) + h3 * (kur_u.x() * Q33);  in ComputeStress()
136 …     m_u.y() = h2 * (eps_u.x() * Q11 + eps_v.y() * Q12) + h3 * (kur_u.y() * Q11 + kur_v.x() * Q12);  in ComputeStress()
137         m_u.z() = h3 * (eps_u.z() * Qdd);  in ComputeStress()
264                                                        ChVector<>& m_u,  in ComputeStress()  argument
287     m_u = Sigma.segment(6, 3);  in ComputeStress()
447 	ChVector<>& m_u,          ///< torques along \e u direction (per unit length)  in ComputeStress()  argument
466 	m_u = mstress.segment(6, 3);  in ComputeStress()
503     ChVector<> m_u;  in ComputeStiffnessMatrixElastoplastic()  local
511 	bool in_plastic = ComputeStressWithReturnMapping(n_u, n_v, m_u, m_v,            in ComputeStiffnessMatrixElastoplastic()
535 		stress_0.segment(6,3) = m_u.eigen();  in ComputeStiffnessMatrixElastoplastic()
546 …this->ComputeStressWithReturnMapping(n_u, n_v, m_u, m_v, *b_plastic_data[0], deps_u, deps_v, dkur_…  in ComputeStiffnessMatrixElastoplastic()
550 			stress_1.segment(6,3) = m_u.eigen();  in ComputeStiffnessMatrixElastoplastic()
641 									ChVector<>& m_u,          ///< torques along \e u direction (per unit length)  in ComputeStress()  argument
664 	m_u = mstress.segment(6, 3);  in ComputeStress()
708 											ChVector<>& m_u,    in ComputeStress()  argument
720 …this->elasticity->ComputeStress(n_u, n_v, m_u, m_v, eps_u, eps_v, kur_u, kur_v, z_inf, z_sup, angl…  in ComputeStress()
722 …this->plasticity->ComputeStressWithReturnMapping(n_u, n_v, m_u, m_v, *mdata_new, eps_u, eps_v, kur…  in ComputeStress()