Form-finding and shape optimization of bio-inspired branching structures based on graphic statics

Structures ◽  
2021 ◽  
Vol 29 ◽  
pp. 392-407
Author(s):  
Chao Xu ◽  
Zhengzhong Wang ◽  
Baohui Li ◽  
Quanhong Liu
Author(s):  
Masaaki Miki ◽  
Emil Adiels ◽  
William Baker ◽  
Toby Mitchell ◽  
Alexander Sehlstrom ◽  
...  

Pure-compression shells have been the central topic in the form-finding of shells. This paper studies tension-compression mixed type shells by utilizing a NURBS-based isogeometric form-finding approach that analyzes Airy stress functions to expand the possible plan geometry. A complete set of smooth version graphic statics tools is provided to support the analyses. The method is validated using examples with known solutions, and a further example demonstrates the possible forms of shells that the proposed method permits. Additionally, a guideline to configure a proper set of boundary conditions is presented through the lens of asymptotic lines of the stress functions.


2021 ◽  
Vol 243 ◽  
pp. 106401
Author(s):  
Zongshuai Wan ◽  
Patrick Ole Ohlbrock ◽  
Pierluigi D'Acunto ◽  
Zhenggang Cao ◽  
Feng Fan ◽  
...  

2021 ◽  
Vol 11 (15) ◽  
pp. 7165
Author(s):  
Guigang Tu ◽  
Chen Chen ◽  
Zaijing Gong ◽  
Yueren Wang

Branching structure is often used as a supporting structure of the grid shell due to its geometrical and force-transferring features, and the rationality of its shape is very important. The “physical” and “numerical” hanging models can be used for the joint form-finding of the branching structure and free-form grid shell. However, slack elements may exist in the equilibrium model which corresponds to the inefficient members in the form-found branching structure. To solve this problem, a form-finding method of branching structure based on dynamic relaxation is proposed in this study. The proposed method clusters the elements of the branching model and equalizes the axial forces of the elements in the same cluster, in other words, there are no slack elements in the equilibrium branching model. This method overcomes the defect that the equilibrium branching model may have slack elements and needs many manual adjustments during the procedure of determining the rational shape of a branching structure, and effectively prevents the inefficient members existing in the form-found structure. Numerical examples are provided to demonstrate the characteristics of the proposed method and its effectiveness is verified as well.


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