*HEADING ELEMENT TESTED : C3D20 SLAVE SURFACE TYPE : NODE MASTER SURFACE TYPE : NODE *PREPRINT, ECHO=YES, MODEL=YES, HISTORY=YES *NODE 1, 5., 5., 6.16298E-31 2, 5., 5., 10. 3, 25., 25., 10. 4, 25., 25., 3.48631E-30 5, 10., 0., 10. 6, 50., 0., 10. 7, 50., 0., 0. 8, 10., 0., 0. 9, 0., 10., 0. 10, 0., 10., 10. 11, 0., 50., 10. 12, 0., 50., 0. 13, 5., 5., 5. 14, 15., 15., 10. 15, 25., 25., 5. 16, 15., 15., 0. 17, 7.5, 2.5, 10. 18, 30., 0., 10. 19, 37.5, 12.5, 10. 20, 50., 0., 5. 21, 37.5, 12.5, 0. 22, 10., 0., 5. 23, 30., 0., 0. 24, 7.5, 2.5, 0. 25, 2.5, 7.5, 0. 26, 0., 10., 5. 27, 2.5, 7.5, 10. 28, 0., 30., 10. 29, 12.5, 37.5, 10. 30, 0., 50., 5. 31, 0., 30., 0. 32, 12.5, 37.5, 0. *ELEMENT, TYPE=C3D20, ELSET=EALL 1, 8, 5, 6, 7, 1, 2, 3, 4, 22, 18, 20, 23, 13, 14, 15, 16, 24, 17, 19, 21 2, 1, 2, 3, 4, 9, 10, 11, 12, 13, 14, 15, 16, 26, 28, 30, 31, 25, 27, 29, 32 *NSET, NSET=NSLAVE 5, 6, 7, 8, 18, 20, 22, 23 *NSET, NSET=NMASTER 9, 10, 11, 12, 26, 28, 30, 31 *NSET, NSET=NBC 11, 12, 30, 6, 7, 20 *SURFACE, NAME=SSLAVE, TYPE=NODE NSLAVE, *SURFACE, NAME=SMASTER, TYPE=NODE NMASTER, *SOLID SECTION, ELSET=EALL,MATERIAL=MAT *MATERIAL,NAME=MAT *ELASTIC 10E8,0.3 *DENSITY 100, *TIE, CYCLICSYM, POSITION=0.5, NAME=TIE1 SSLAVE, SMASTER *CYCLIC SYMMETRY MODEL,N=4 0,0,0, 0,0,1 *STEP *FREQUENCY,EIGENSOLVER=LANCZOS 12, *OUTPUT, FIELD, FREQUENCY=0 *END STEP