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International Journal of Bioprinting                                Design of SLM-Ta artificial vertebral body









































            Figure 2. Schematic representation of thin-walled structure topology optimization, lattice structure filling, and artificial vertebral body model design.
            Abbreviations: a: Long diameter; AVB: Artificial vertebral body; b: Short diameter; h: Height; LS: Lattice structure; R: Radius of curvature; t: Thickness;
            TTS: Topological thin-walled structure.




            enhance load-bearing capacity. Thin walls were designed      E   E    f   E  E         (I)

            with pores to provide channels for cell migration, blood      i   min    i    0   min
            vessel growth, and bone tissue formation. To maximize
            the load-bearing performance of thin walls with pores, a   where E is the elastic modulus of the i-th element, E  is
                                                                        i
                                                                                                          min
            topology optimization design of the thin-walled structure   the minimum elastic modulus, f(ρ ) is the penalty function,
                                                                                          i
            was carried out in this study.                     and E  is the elastic modulus of the initial design domain.
                                                                   0
                                                                  A solid isotropic material with penalization (SIMP)
               Common methods used for topology optimization of   model was used to optimize the load transfer path and
            continuum  structures include  homogenization, variable   material distribution in the thin-walled structures. The
            density, evolutionary structural optimization, level set, and   penalty  function  for  the  SIMP  interpolation  model  is
            independent  continuous  mapping  (ICM)  methods.  The   expressed as:
            variable density method considers continuum structures
            to consist of elements with variable densities. The element        f       P              (II)
            densities vary in the range [0, 1], which transforms the              i   i
            material distribution into a [0, 1] integer programming. An
            element density of zero indicates that the material at that   where ρ  is the density of the i-th element and P is the
                                                                        i
            location can be discarded, while a density of one indicates   penalty factor.
            that the material should be retained. Intermediate densities   The optimization aims to minimize structural
            are brought closer to zero or one by introducing a penalty   compliance  under  specific  boundary  conditions  and
            factor. The relationship between the element density and   volume constraints. The mathematical model for topology
            elastic modulus is defined as follows:             optimization is as follows :
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            Volume 11 Issue 4 (2025)                       168                            doi: 10.36922/IJB025150133
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