2019
DOI: 10.1002/nme.6249
|View full text |Cite
|
Sign up to set email alerts
|

Bidirectional evolutionary structural optimization for nonlinear structures under dynamic loads

Abstract: Summary This study aims to develop efficient numerical optimization methods for finding the optimal topology of nonlinear structures under dynamic loads. The numerical models are developed using the bidirectional evolutionary structural optimization method for stiffness maximization problems with mass constraints. The mathematical formulation of topology optimization approach is developed based on the element virtual strain energy as the design variable and minimization of compliance as the objective function.… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1

Citation Types

0
4
0
1

Year Published

2020
2020
2023
2023

Publication Types

Select...
8

Relationship

0
8

Authors

Journals

citations
Cited by 17 publications
(5 citation statements)
references
References 41 publications
(69 reference statements)
0
4
0
1
Order By: Relevance
“…A multitude of recent works were also found: LSM with BESO [142], phase-field method with BESO [143], nonlinear structures under dynamic loads [144], non-linear reliability TO [145], buckling TO [146], fatigue considerations [147], crashworthiness TO with BESO [148], frequency optimisation [149,150], BESO with casting constraints [61], and BESO with AM constraints [151][152][153][154][155][156]. Other interesting works are the Iso-Geometric Analysis (IGA) approach with BESO [157], a meshless BESO technique [158], and a parallel framework for BESO [159].…”
Section: Evolutionary Structural Optimisation Methodsmentioning
confidence: 99%
“…A multitude of recent works were also found: LSM with BESO [142], phase-field method with BESO [143], nonlinear structures under dynamic loads [144], non-linear reliability TO [145], buckling TO [146], fatigue considerations [147], crashworthiness TO with BESO [148], frequency optimisation [149,150], BESO with casting constraints [61], and BESO with AM constraints [151][152][153][154][155][156]. Other interesting works are the Iso-Geometric Analysis (IGA) approach with BESO [157], a meshless BESO technique [158], and a parallel framework for BESO [159].…”
Section: Evolutionary Structural Optimisation Methodsmentioning
confidence: 99%
“…The most examined design case is that considering structural mean compliance minimization, subjected to a volume constraint 7 . Moreover, the latest versions of BESO method have effectively shown a promising performance when considering it for different topology design problems such as geometrically nonlinear 8 , 9 , composite materials 10 , 11 , and elasto-plastic analysis 12 .…”
Section: Introductionmentioning
confidence: 99%
“…[13][14][15][16][17] However, for dynamic excitation, challenges corresponding to the optimization methods arise from the time-varying nature of the external forces that complicates the analysis for response evaluation and gradient expressions at each iteration of optimization. [18][19][20][21] Although some studies have relaxed the linear material assumption for dynamic excitation in topology optimization, [22][23][24][25] in these studies, nonlinearity is considered through plasticity formulations, and a Newton type scheme is employed to iteratively update the stiffness matrix, at each time-step, due to the nonconstant stiffness matrix until convergence of a residual. Not only does the iterative scheme significantly increases the computational demand, in contrast to linear-elastic material assumption, because the stiffness matrix is changing with respect to the response of the system, a Guyan-type condensation cannot be straightforwardly implemented because of a lack of uniqueness in recovering the individual elements of the full system matrix.…”
Section: Introductionmentioning
confidence: 99%