119 Michell Problem for the Stiffness Formation of Structural Design in 3 Dimensional Space

Abstract

This paper presents an iterative structural design technique that uses local control conditions and the forming stiffness of individual members. Microtruss is modeled as an assemblages of a number of repeating unit cells to undergo finite element analysis in order to feed-back the stress results for the control stiffness of each member. Further iteration enable for the identification of a topology with the use of the local stress depends on step by step. The forming process analysis for the Michell truss problems in 3 dimensional space has proposed technique.