PSI - Issue 6

Pavel A. Akimov et al. / Procedia Structural Integrity 6 (2017) 182–189 Author name / Structural Integrity Procedia 00 (2017) 000 – 000

189

8

Fig. 5. Comparison of results, obtained by ANSYS Mechanical and CSASA3D (DCFEM + FEM): distribution of nodal stresses 2, 2  (kN/cm 2 ) along sections 2 x = 30 cm and 2 x = 60 cm.

Fig. 6. Comparison of results, obtained by ANSYS Mechanical and CSASA3D (DCFEM + FEM): distribution of nodal stresses 2,3  (kN/cm 2 ) along sections 2 x = 30 cm and 2 x = 60 cm.

References

[1] Akimov, P.A., Mozgaleva, M.L., 2014. Method of Extended Domain and General Principles of Mesh Approximation for Boundary Problems of Structural Analysis. Applied Mechanics and Materials, 580-583, 2898-2902. [2] Lyakhovich, L., Negrozov, O., 2017. About Solution of Multipoint Boundary Problem of Static Analysis of Deep Beam with the Use of Combined Application of Finite Element Method and Discrete-Continual Finite Element Method. Part 1: Formulation of the Problem and General Principles of Approximation. MATEC Web of Conferences, 117, 00109. [3] Lyakhovich, L., Negrozov O., 2017. About Solution of Multipoint Boundary Problem of Static Analysis of Deep Beam with the Use of Combined Application of Finite Element Method and Discrete-Continual Finite Element Method. Part 2: Boundary Conditions. MATEC Web of Conferences, 117, 00110.