Buckling and yield strength estimation of architected materials under arbitrary loads
Morten N. Andersen, Yiqiang Wang, Fengwen Wang, Ole Sigmund

TL;DR
This paper introduces a simple, accurate method to estimate the buckling and yield strength of architected lattice materials under arbitrary load conditions, improving design efficiency for complex stress scenarios.
Contribution
A novel simplified analysis method for buckling and yield strength of stretch-dominated lattice structures under general loads, verified by numerical analysis.
Findings
Complete buckling strength surfaces computed for various lattice structures.
Buckling strength ratios vary with load orientation, up to 2.41.
Created a more isotropic buckling strength configuration without losing stiffness.
Abstract
Buckling strength estimation of architected materials has mainly been restricted to load cases oriented along symmetry axes. However, realistic load scenarios normally exhibit more general stress distributions. In this paper we propose a simple yet accurate method to estimate the buckling strength of stretch-dominated lattice structures based on individual member analysis. As an integral part of the method, the yield strength is also determined. This simplified model is verified by rigorous numerical analysis. In particular, we efficiently compute the complete buckling strength surfaces of an orthotropic bulk modulus optimal plate lattice structure and isotropic stiffness optimal plate and truss lattice structures subjected to rotated uni-axial loads, where the ratio between the highest and lowest buckling strength is found to be 1.77, 2.11 and 2.41, respectively. For comparison, we…
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Taxonomy
TopicsCellular and Composite Structures · Innovations in Concrete and Construction Materials · Topology Optimization in Engineering
