Three-period minimal curved surface variable density lattice structure design method for additive manufacturing
A technology of minimal curved surface and lattice structure, which is applied in the field of three-period minimal curved surface variable density lattice structure design in additive manufacturing, can solve problems such as low efficiency and unstable topological structure values, so as to improve structural strength, solve Numerical instability of topological structure, effect of improving structural strength and specific stiffness
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Embodiment 1
[0091] Taking a rectangular plate with a length of 100 mm and a width of 50 mm as an example, the restraint load is as follows: figure 2 shown.
[0092] The specific operation steps are as follows:
[0093] S1. Establish a finite element model of a rectangular flat elastic structure, divide the mesh size into 5mm×5mm, and apply constraints and loads.
[0094] S2. Based on the static balance principle of elastic structure and the "life and death" state technology of the unit, design the method of extracting the bearing capacity of the unit;
[0095] S21. Determine the load boundary and constraint boundary of the elastic continuum, and calculate the anti-support force f of the constraint boundary i and the nodal displacement δ at the load boundary 1 ;
[0096] S22. Remove the attention area of the elastic continuum, and set the load boundary by node displacement δ 1 load, and calculate the constraint boundary anti-support force at this time again as
[0097] S23. The ...
Embodiment 2
[0110] Taking a cuboid with a length of 100mm, a width of 50mm, and a height of 25mm as an example, the restraint load is as follows: Figure 6 shown.
[0111] The specific operation steps are as follows:
[0112] S1. Establish the finite element model of the cuboid elastic structure, divide the mesh size into 5mm×5mm×5mm, and apply constraints and loads.
[0113] S2. Based on the static balance principle of elastic structure and the "life and death" state technology of the unit, design the method of extracting the bearing capacity of the unit;
[0114] S21. Determine the load boundary and constraint boundary of the elastic continuum, and calculate the anti-support force f of the constraint boundary i and the nodal displacement δ at the load boundary 1 ;
[0115] S22. Remove the attention area of the elastic continuum, and set the load boundary by node displacement δ 1 load, and calculate the constraint boundary anti-support force at this time again as
[0116] S23. ...
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