The invention discloses an
algorithm for calculating the initial rigidity and plastic failure strength of a variable-section
metal lattice structure. The
algorithm includes the steps of s1, building aplane-coordinate
system, and using the plane-coordinate
system and the section size of a BCC variable-section
metal lattice unit
cell rod to obtain the
radius expression of the section of the BCC variable-section
metal lattice unit
cell rod; s2, building a space coordinates
system, and using the space coordinates system, the Hooke's law and a bending and compression combined deformation formula to obtain the relational expression of spatial
tangential force,
bending moment and
spatial displacement borne by the node of the unit
cell rod; s3, using the
energy conservation law and the relationalexpression of spatial
tangential force,
bending moment and
spatial displacement to obtain a quadratic equation in one unknown related to the
tangential force of the node of the unit cell rod, solvingthe quadratic equation in one unknown to obtain a tangential force expression which does not contain the
spatial displacement of the node, and using the tangential force expression and the relation between the tangential force at the node and
axial force and the
bending moment to obtain the expression of the
axial force and the bending moment; s4, using the Hooke's law and the expression of the tangential force, the bending moment and the
axial force to obtain the initial rigidity and plastic failure strength of the BCC variable-section
metal lattice structure.