VFIFE

代码说明：

  chp5_ex1用向量式有限元求解二维框架在斜坡荷载作用下的静力解。 chp6_ex1_1用向量式有限元求解大变位刚性杆件结构的位移。 chp6_ex1_2用向量式有限元求解大变位柔性杆件结构的位移。 chp7_ex1用向量式有限元求解机构的运动。 chp7_ex3a用向量式有限元求解杆件弹塑性变形。(chp5_ex1 framework for solving the two-dimensional finite element vector used in the loading ramp of static solution. chp6_ex1_1 vector finite element displacement by solving LARGE rigid rod structure. chp6_ex1_2 solving LARGE flexible rod displacement vector finite element structural use. chp7_ex1 movement mechanism for solving finite element vector used. chp7_ex3a solving rod elastic-plastic deformation with finite element vector.)