temporary1.m

来自「利用matalab编制的转子动力学计算软件。其中模型利用有限元建模」· M 代码 · 共 116 行

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% ==> RESP_DOF %--------------------------------  RESP_DOF = ...    [1 5] ; %-------------------------------- % ==> RNodeDir %--------------------------------  RNodeDir = ...    [2.1;2.3] ; %-------------------------------- % ==> FORCE_DOF %--------------------------------  FORCE_DOF = ...    3 ; %-------------------------------- % ==> FNodeDir %--------------------------------  FNodeDir = ...    3.1 ; %-------------------------------- % ==> UNBAL_DOF %--------------------------------  UNBAL_DOF = ...    [3 7] ; %-------------------------------- % ==> UNodeDir %--------------------------------  UNodeDir = ...    [3.1;3.3] ; %-------------------------------- % ==> cord1x %--------------------------------  cord1x = ...    5 ; %-------------------------------- % ==> Fu_sin %--------------------------------  Fu_sin = ...    [0;0;0;0;0;0;0.1;0] ; %-------------------------------- % ==> Fu_cos %--------------------------------  Fu_cos = ...    [0;0;0.1;0;0;0;0;0] ; %-------------------------------- % ==> UNBALANCE %--------------------------------  UNBALANCE = ...    [3 0.1 0] ; %-------------------------------- % ==> PROP_DAMP %--------------------------------  PROP_DAMP = ...    [] ; %-------------------------------- % ==> Bcord %--------------------------------  Bcord = ...    [1;2;7;8] ; %-------------------------------- % ==> BCNodeDir %--------------------------------  BCNodeDir = ...    1 ; %-------------------------------- % ==> DASHPOTS %--------------------------------  DASHPOTS = ...    [2 7 8.2 0 0 0 0 0 0] ; %-------------------------------- % ==> SPRINGS %--------------------------------  SPRINGS = ...    [2 200 0 0 0 0 0 0 0] ; %-------------------------------- % ==> POINT_MASS %--------------------------------  POINT_MASS = ...    [2 0.1 0 0] ; %-------------------------------- % ==> DISCS %--------------------------------  DISCS = ...    [3 0.2 0.015 0.01 1] ; %-------------------------------- % ==> MATERIALS %--------------------------------  MATERIALS = ...    [210000000000 7800 0.3;70000000000 3200 0.3] ; %-------------------------------- % ==> NODES %--------------------------------  NODES = ...    [0 0.5 1.1] ; %-------------------------------- % ==> W %--------------------------------  W = ...    1 ; %-------------------------------- % ==> dof %--------------------------------  dof = ...    [3 4 5 6 9 10 11 12] ; %-------------------------------- % ==> dim %--------------------------------  dim = ...    12 ; %-------------------------------- % ==> ELEMENTS %--------------------------------  ELEMENTS = ...    [1 2 0.015 0.01 1;2 3 0.015 0.01 1] ; %-------------------------------- 

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