2020
DOI: 10.1016/j.cma.2020.112924
|View full text |Cite
|
Sign up to set email alerts
|

A stabilisation approach for topology optimisation of hyperelastic structures with the SIMP method

Abstract: This paper presents a novel computational approach for SIMP-based Topology Optimisation (TO) of hyperelastic materials at large strains. During the TO process for structures subjected to very large deformations, and especially in the presence of intermediate density regions, the standard Newtonsolver (or its arc length variant) have been reported not to converge (refer to References [15,27,33]). In this paper, the new TO stabilisation technique proposed in [1] in the context of level-set TO, initially devised … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
4
0

Year Published

2020
2020
2024
2024

Publication Types

Select...
7

Relationship

0
7

Authors

Journals

citations
Cited by 22 publications
(4 citation statements)
references
References 38 publications
0
4
0
Order By: Relevance
“…Formally, the topological optimization problem is defined from the objective functions and the constraints of each variable that intervenes in the optimization problem (Equation (1)): where D ⊃ ℝ n represents the variable constraints of the optimization problem and f(x) represents the objective function to be optimized. To complete the optimization process of the structural element under study, the SIMP method [ 56 ] was implemented. This consists of replacing the objective function f(x) with a function of the type f(x p ) (Equation (2)): …”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…Formally, the topological optimization problem is defined from the objective functions and the constraints of each variable that intervenes in the optimization problem (Equation (1)): where D ⊃ ℝ n represents the variable constraints of the optimization problem and f(x) represents the objective function to be optimized. To complete the optimization process of the structural element under study, the SIMP method [ 56 ] was implemented. This consists of replacing the objective function f(x) with a function of the type f(x p ) (Equation (2)): …”
Section: Methodsmentioning
confidence: 99%
“…where D ⊃ R n represents the variable constraints of the optimization problem and f(x) represents the objective function to be optimized. To complete the optimization process of the structural element under study, the SIMP method [56] was implemented. This consists of replacing the objective function f(x) with a function of the type f(x p ) (Equation ( 2)):…”
Section: Definition Of the Plastic Materials For The Additive Manufacturing Of Bim Elementsmentioning
confidence: 99%
“…maximum stiffness). Taking compliance minimization as the objective, the density of the structure unit as the design variable and the volume fraction as the constraint condition, the mathematical model of singlecondition topology optimization based on the solid isotropic material with penalization theory (SIMP) is described as follows [28][29][30][31]:…”
Section: B Multi-objective Topology Optimization Methodsmentioning
confidence: 99%
“…Luo et al 41 proposed a simple and effective additive hyperelasticity technique to circumvent excessive mesh distortion in solving the density‐based TO of elastic structures undergoing large deformation. Ortigosa et al 42 proposed a novel stabilized computational approach for SIMP‐based TO method for hyperelastic material design subjected to very large deformation. For level set method, Chen et al 43 proposed an effective level‐set‐based TO method for the design of hyperelastic structures undergoing large deformation.…”
Section: Introductionmentioning
confidence: 99%