element(s): ['Fe', 'Ni'] AFLOW prototype label: A3B_cP4_221_c_a Parameter names: ['a'] model type (only 'standard' supported at this time): standard number of parameter sets: 1 Parameter values for parameter set 0: ['3.7004'] model name: LJ_ElliottAkerson_2015_Universal__MO_959249795837_003 ==== Building ASE atoms object with: ==== representative atom symbols = ['Fe', 'Ni'] representative atom coordinates = [[0. 0.5 0.5] [0. 0. 0. ]] spacegroup = 221 cell = [[3.7004, 0, 0], [0, 3.7004, 0], [0, 0, 3.7004]] ========================================= Step Time Energy fmax BFGS: 0 09:28:55 -43.843479 6.933323 BFGS: 1 09:28:55 -44.747370 4.994502 BFGS: 2 09:28:55 -45.306198 2.341002 BFGS: 3 09:28:55 -45.423698 0.662042 BFGS: 4 09:28:55 -45.432142 0.076710 BFGS: 5 09:28:55 -45.432261 0.001800 BFGS: 6 09:28:55 -45.432261 0.000005 BFGS: 7 09:28:55 -45.432261 0.000000 Minimization converged after 7 steps. Maximum force component: 0.0 eV/Angstrom Maximum stress component: 2.8144724919469153e-11 eV/Angstrom^3 ==== Minimized structure obtained from ASE ==== symbols = ['Fe', 'Fe', 'Fe', 'Ni'] basis = [[9.56929212e-50 5.00000000e-01 5.00000000e-01] [5.00000000e-01 0.00000000e+00 5.00000000e-01] [5.00000000e-01 5.00000000e-01 0.00000000e+00] [0.00000000e+00 0.00000000e+00 0.00000000e+00]] cellpar = Cell([[3.575122158990564, -3.481179346424092e-33, 5.082946683103291e-34], [-3.951254570952704e-33, 3.575122158990564, -9.142313894291665e-18], [2.100285763057025e-33, -9.142313894291662e-18, 3.575122158990564]]) forces = [[0. 0. 0.] [0. 0. 0.] [0. 0. 0.] [0. 0. 0.]] stress = [ 2.81447249e-11 2.81447249e-11 2.81447249e-11 8.56128841e-28 -7.23269167e-34 -9.86624757e-51] energy per atom = -11.358065171800972 =============================================== Parameter sets [0] relaxed to duplicate structures, attempting to write only one of them. Successfully added property instance for parameter set 0