A view on automated neural graph topology generation and a viable direction of innovation

Author(s):  
Andrei Ionut Damian ◽  
Laurentiu Piciu ◽  
Nicolae Tapus
2017 ◽  
Vol 26 (2) ◽  
pp. 539-550
Author(s):  
Ibrahim Fayed ◽  
Mokhtar A. Mohamed ◽  
Gamal Attiya ◽  
Nawal El-Fishawy

2021 ◽  
Vol 229 ◽  
pp. 111630
Author(s):  
Pengfei Yuan ◽  
Baiyan He ◽  
Lianhong Zhang ◽  
Hang Jiang ◽  
Rui Nie ◽  
...  

2016 ◽  
Vol 163 ◽  
pp. 212-224 ◽  
Author(s):  
Zaib Ali ◽  
James Tyacke ◽  
Paul G. Tucker ◽  
Shahrokh Shahpar
Keyword(s):  

Author(s):  
Laxminarayana Saggere ◽  
Sridhar Kota

Abstract Compliant mechanisms are a class of mechanisms that achieve desired force and motion transmission tasks by undergoing elastic deformations as opposed to rigid-body displacements in the conventional rigid-link mechanisms. Most of the previously reported synthesis studies in compliant mechanisms related to either partially-compliant mechanisms or fully-compliant mechanisms with joint compliance. Methods developed for fully-compliant mechanisms with link compliance addressed the issue of topology generation for desired deflections at discrete points on the mechanism. This paper presents a new, first-principles based synthesis procedure for fully-compliant mechanisms with link compliance — that is, distributed-compliant mechanisms — for continuous shape change requirements in a particular segment of a mechanism. The general approach presented in this paper for the synthesis of distributed compliant mechanisms is shown to be well suited for application in the design of adaptive structures, an emerging class of high-performance structural systems. The current trend in the design of adaptive structures is to embed structures with force or strain inducing “smart” materials to serve as distributed actuators. Potential advantages of using the distributed compliance scheme over the distributed actuation scheme in the design of adaptive structures include a significant reduction in the number of required actuators and controls.


Author(s):  
Giridhar Reddy ◽  
Jonathan Cagan

Abstract A method for the design of truss structures which encourages lateral exploration, pushes away from violated spaces, models design intentions, and produces solutions with a wide variety of characteristics is introduced. An improved shape annealing algorithm for truss topology generation and optimization, based on the techniques of shape grammars and simulated annealing, implements the method. The algorithm features a shape grammar to model design intentions, an ability to incorporate geometric constraints to avoid obstacles, and a shape optimization method using only simulated annealing with more consistent convergence characteristics; no traditional gradient-based techniques are employed. The improved algorithm is illustrated on various structural examples generating a variety of solutions based on a simple grammar.


2021 ◽  
pp. 1-22
Author(s):  
Yongbo Chen ◽  
Liang Zhao ◽  
Yanhao Zhang ◽  
Shoudong Huang ◽  
Gamini Dissanayake

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