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International Journal of Bioprinting                                  Different modeling of porous scaffolds




            Table 1. Modeling formulas for triply minimal surface structures
             Unit structure  Formulas
             P                         2 π       π 2     2 π 
                           φ(, ,)xy z = cos   x + cos   y + cos   z = C
                                           
                                                      
                                                                
                                       3 L      3 L     3 L 
             G                         2 π     π 2      π 2      π 2     2π     2π  
                           φ(, ,)xy z = cos   x sin   y + cos   y sin   z + cos   z sin   x = C
                                                                                  
                                                    
                                                               
                                           
                                                                                           
                                                                       
                                       3 L    3 L      3 L     3LL    3 L    3 L 
             D                         2 π     π 2     2 π     π 2     2π     2π  
                           φ(, ,)xy z = cos   x cos   y cos   z − sin   x sin   y sin   z = C
                                                    
                                                                                
                                           
                                                                                         
                                                             
                                                                       
                                       3 L    3 L    3 L      3LL    3 L    3 L 
             IW-P                        2 π     π 2     2 π     π 2     2π     2π       4π     4π      4π  
                           φ(, ,)xy z = 2 cos   x cos   y + cos   z cos   x + cos   y cos   z  − cos   x + cos   y  + cos   z  = C
                                     
                                                                                                 
                                                                 
                                                       
                                              
                                                                                                           
                                                                                    
                                                                          
                                                                                             
                                         3 L    3 L      L      3LL    3 L    3 L      3 L     3L       3L  

    2 π     π 2     2 π     π 2     2π     2π       4π     4π      4π  
 φ(, ,)xy z = 2 cos   x cos   y + cos   z cos   x + cos   y cos   z  − cos   x + cos   y   + cos   z  = C
                                                            
 
                  
                                                        
         
                                     
                            
                                                                      
                                                
    3 L    3 L      L      3LL     3 L    3 L      3 L    3L       3L  
            Abbreviations: D, Diamond; G, Gyroid; IW-P, I-graph-wrapped package; P, Primitive.









                                     Figure 2. Porous scaffold models designed with two modeling strategies.

            geometric volume of the porous scaffold (cm ), and  ρ                m −  m
                                                  3
                                                         w
            is the density of pure water (g/cm ). After cleaning and          P =  w ρ V  d ×100%          (I)
                                        3
            drying the scaffold, its weight was measured. The scaffold              w  d
            was then immersed in a beaker containing ultra-pure water
            and secured with a fine thread to ensure complete filling of   The geometric characteristics of the scaffolds were
            the scaffold’s pores. The weight of the scaffold in water was   observed using an optical microscope (OM, VHX-500F,
            measured, and relevant parameters during the experiment   Keyence, Japan). The scaffolds were scanned, and their 3D
            were recorded.                                     images were reconstructed using micro-CT (PerkinElmer,


            Volume 10 Issue 3 (2024)                       429                                doi: 10.36922/ijb.2565
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