*HEADING Test HYPERELASTIC, Marlow with *BIAXIAL TEST DATA Lateral strains are used *PREPRINT,ECHO=NO,MODEL=YES ** **Nodal data for the biaxial test **For the POLYNOMIAL, N=2 material model ** *NODE 1, 0.000000, 0.000000, 0.000000 2, 1.000000, 0.000000, 0.000000 3, 1.000000, 1.000000, 0.000000 4, 0.000000, 1.000000, 0.000000 5, 0.000000, 0.000000, 1.000000 6, 1.000000, 0.000000, 1.000000 7, 1.000000, 1.000000, 1.000000 8, 0.000000, 1.000000, 1.000000 *NSET, NSET=BIAXIALLOAD 6, *NSET, NSET=BIAXIALLOAD_0 6, *NSET, NSET=BIAXIALEQN1_0 5, 7, 8 *NSET, NSET=BIAXIALEQN2_0 2, 3, 7 *ELEMENT, ELSET=POLY_N2, TYPE=C3D8H 1,1,2,3,4,5,6,7,8 *EQUATION 2 BIAXIALEQN1_0, 3, 1, BIAXIALLOAD_0, 3, -1 2 BIAXIALEQN2_0, 1, 1, BIAXIALLOAD_0, 1, -1 ** **Section definitions ** *SOLID SECTION, ELSET=POLY_N2, MATERIAL=POLY_N2 ** **Material definition for the POLYNOMIAL, N=2 material model ** *MATERIAL, NAME=POLY_N2 *HYPERELASTIC, MARLOW *BIAXIAL TEST DATA 0.000000000000000E+000, 0.000000000000000E+000, 0.000000000000000E+000 56874.0000000000 , 2.000000000000000E-002, -3.519891225911698E-002 152353.000000000 , 6.000000000000000E-002, -0.100070612082535 243700.000000000 , 0.110000000000000 , -0.172082636812765 286369.000000000 , 0.140000000000000 , -0.211086629344290 354137.000000000 , 0.200000000000000 , -0.281015297818361 444928.000000000 , 0.310000000000000 , -0.386527925377315 521957.000000000 , 0.420000000000000 , -0.469811119783872 671489.000000000 , 0.680000000000000 , -0.608891287836511 794541.000000000 , 0.940000000000000 , -0.698549563354782 1018900.00000000 , 1.49000000000000 , -0.808103148987125 1256400.00000000 , 2.03000000000000 , -0.865470322587372 1486550.00000000 , 2.43000000000000 , -0.892508890727255 1724110.00000000 , 2.75000000000000 , -0.908530405532378 2021930.00000000 , 3.07000000000000 , -0.921127718732083 2232290.00000000 , 3.26000000000000 , -0.927377976701754 2470820.00000000 , 3.45000000000000 , -0.932891563145362 ** ** *STEP, NLGEOM, INC=1000 Compress *STATIC 0.1,1.,,.05 ** **Boundary definition for BIAXIAL test ** *BOUNDARY BIAXIALLOAD,1,1, 3.5 BIAXIALLOAD,3,3, 3.5 1,1,3 2,2,3 3,3 4,1 4,3 5,1,2 8,1 *OUTPUT, HISTORY *NODE OUTPUT, NSET=BIAXIALLOAD U1, RF1, *OUTPUT, FIELD, VAR=preselect *END STEP **