*HEADING ELEMENT TESTED : C3D20 SLAVE SURFACE TYPE : NODE MASTER SURFACE TYPE : ELEMENT *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 *SURFACE, NAME=SSLAVE, TYPE=NODE NSLAVE, *SURFACE, NAME=SMASTER, TYPE=ELEMENT 2, S2 *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