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biblio.bib
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% BibTeX database for main.tex
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% TEMPLATES
%
% If processed with natbib, some extra fields exist:
% - ISBN for the ISBN number in books
% - ISSN for the ISSN number in periodicals
% - URL for the Internet address of online documents
% - DOI theDigital Object Identifier
% - EID electronic ID
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%% An article from a journal or magazine.
%
%article{
% % Required fields:
% author = {},
% title = {},
% journal = {},
% year = {},
% % Optional fields:
% volume = {},
% number = {},
% pages = {},
% month = {},
% note = {}
%}
%
%%%%% A book with an explicit publisher.
%
%book{
% % Required fields:
% author = {}, % or editor
% editor = {},
% title = {},
% publisher = {},
% year = {},
% % Optional fields:
% volume = {},
% number = {},
% series = {},
% address = {},
% edition = {},
% month = {},
% note = {}
%}
%
%%%%% A work that is printed and bound, but without a named publisher or sponsoring institution.
%
%booklet{
% % Required field:
% title = {},
% % Optional fields:
% author = {},
% howpublished = {},
% address = {},
% month = {},
% year = {},
% note = {}
%}
%
%%%%% The same as INPROCEEDINGS}, included for Scribe compatibility.
%
%conference{
%}
%
%%%%% A part of a book, which may be a chapter (or section or whatever) and/or a range of pages.
%
%inbook{
% % Required fields:
% author = {}, % or editor
% editor = {},
% title = {},
% chapter = {}, % and/or pages
% pages = {},
% publisher = {},
% year = {},
% % Optional fields:
% volume = {}, % or number
% number = {},
% series = {},
% type = {},
% address = {},
% edition = {},
% month = {},
% note = {}
%}
%
%%%%% A part of a book having its own title.
%
%incollection{
% % Required fields:
% author = {},
% title = {},
% booktitle = {},
% publisher = {},
% year = {},
% % Optional fields:
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% number = {},
% series = {},
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%}
%
%%%%% An article in a conference proceedings.
%
%inproceedings{
% % Required fields:
% author = {},
% title = {},
% booktitle = {},
% year = {},
% % Optional fields:
% editor = {},
% volume = {}, % or number
% number = {},
% series = {},
% pages = {},
% address = {},
% month = {},
% organization = {},
% publisher = {},
% note = {}
%}
%
%%%%% Technical documentation.
%
%manual{
% % Required field:
% title = {},
% % Optional fields:
% author = {},
% organization = {},
% address = {},
% edition = {},
% month = {},
% year = {},
% note = {}
%}
%
%%%%% A Master's thesis.
%
%mastersthesis{
% % Required fields:
% author = {},
% title = {},
% school = {},
% year = {},
% % Optional fields:
% type = {},
% address = {},
% month = {},
% note = {}
%}
%
%%%%% Use this type when nothing else fits.
%
%misc{
% % Required fields: none.
% % Optional fields:
% author = {},
% title = {},
% howpublished = {},
% month = {},
% year = {},
% note = {}
%}
%
%%%%% A PhD thesis.
%
%phdthesis{
% % Required fields:
% author = {},
% title = {},
% school = {},
% year = {},
% % Optional fields:
% type = {},
% address = {},
% month = {},
% note = {}
%}
%
%%%%% The proceedings of a conference.
%
%proceedings{
% % Required fields:
% title = {},
% year = {},
% % Optional fields:
% editor = {},
% volume = {}, % or number
% number = {},
% series = {},
% address = {},
% month = {},
% organization = {},
% publisher = {},
% note = {},
%}
%
%%%%% A report published by a school or other institution, usually numbered within a series.
%
%techreport{
% % Required fields:
% author = {},
% title = {},
% institution = {},
% year = {},
% % Optional fields:
% type = {},
% number = {},
% address = {},
% month = {},
% note = {}
%}
%
%%%%% A document having an author and title, but not formally published.
%
%unpublished{
% % Required fields:
% author = {},
% title = {},
% note = {},
% % Optional fields:
% month = {},
% year = {}
%}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% References
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
@article{aage_giga-voxel_2017,
title = {Giga-voxel computational morphogenesis for structural design},
volume = {550},
copyright = {2017 Macmillan Publishers Limited, part of Springer Nature. All rights reserved.},
doi = {10.1038/nature23911},
language = {en},
number = {7674},
urldate = {2020-10-14},
journal = {Nature},
author = {Aage, Niels and Andreassen, Erik and Lazarov, Boyan S. and Sigmund, Ole},
month = oct,
year = {2017},
pages = {84--86}
}
@article{achtziger_equivalent_1992,
title = {Equivalent displacement based formulations for maximum strength truss topology design},
volume = {4},
issn = {0899-8248},
url = {https://www.sciencedirect.com/science/article/pii/089982489290005S},
doi = {10.1016/0899-8248(92)90005-S},
abstract = {Maximum strength elastic truss structural design is conveniently formulated in terms of displacements and bar volumes. The resulting problem is nonconvex, and for topology design very large, as one seeks the optimal topology as a subset of a large number of potential bars connecting all nodal points of an initially chosen set. In this paper we present a number of equivalent formulations in the displacements only, taking full advantage of the structure of the optimization problem. The equivalent formulations are of min-max type or are quadratic programming problems in the displacements, reducing in some cases even to linear programming problems.},
language = {en},
number = {4},
urldate = {2021-09-24},
journal = {IMPACT of Computing in Science and Engineering},
author = {Achtziger, W. and Bendsøe, M. and Ben-Tal, A. and Zowe, J.},
month = dec,
year = {1992},
pages = {315--345},
file = {ScienceDirect Full Text PDF:D\:\\estragio\\Zotero\\storage\\F43XQJ4W\\Achtziger et al. - 1992 - Equivalent displacement based formulations for max.pdf:application/pdf}
}
@article{achtziger_local_1999,
title = {Local stability of trusses in the context of topology optimization {Part} {I}: {Exact} modelling},
volume = {17},
issn = {0934-4373, 1615-1488},
shorttitle = {Local stability of trusses in the context of topology optimization {Part} {I}},
doi = {10.1007/BF01206999},
language = {en},
number = {4},
urldate = {2021-10-14},
journal = {Structural Optimization},
author = {Achtziger, W.},
month = dec,
year = {1999},
pages = {235--246}
}
@article{achtziger_local_1999b,
title = {Local stability of trusses in the context of topology optimization {Part} {II}: {A} numerical approach},
volume = {17},
issn = {1615-1488},
shorttitle = {Local stability of trusses in the context of topology optimization {Part} {II}},
doi = {10.1007/BF01207000},
abstract = {The paper considers the problem of optimal truss topology design with respect to stress, slenderness, and local buckling constraints. An exact problem formulation is used dealing with the inherent difficulty that the local buckling constraints are discontinuous functions in the bar areas due to the topology aspect. This exact problem formulation has been derived in Part I. In this paper, a numerical approach to this nonconvex and largescale problem is proposed. First, discontinuity of constraints is erased by providing an equivalent formulation in standard form of nonlinear programming. Then a linearization concept is proposed partly preserving the given problem structure. It is proved that the resulting sequential linear programming algorithm is a descent method generating truss designs feasible for the original problem. A numerical test on a nontrivial example shows that the exact treatment of the problem leads to different designs than the usual local buckling constraints neglecting the difficulties induced by the topology aspect.},
language = {en},
number = {4},
urldate = {2022-02-02},
journal = {Structural optimization},
author = {Achtziger, W.},
month = dec,
year = {1999},
pages = {247--258}
}
@article{achtziger_mathematical_2008,
title = {Mathematical programs with vanishing constraints: optimality conditions and constraint qualifications},
volume = {114},
shorttitle = {Mathematical programs with vanishing constraints},
doi = {10.1007/s10107-006-0083-3},
language = {en},
number = {1},
urldate = {2021-03-23},
journal = {Mathematical Programming},
author = {Achtziger, Wolfgang and Kanzow, Christian},
month = jul,
year = {2008},
pages = {69--99}
}
@article{achtziger_simultaneous_2007,
title = {On simultaneous optimization of truss geometry and topology},
volume = {33},
issn = {1615-1488},
url = {https://doi.org/10.1007/s00158-006-0092-0},
doi = {10.1007/s00158-006-0092-0},
abstract = {The paper addresses the classical problem of optimal truss design where cross-sectional areas and the positions of joints are simultaneously optimized. Se-veral approaches are discussed from a general point of view. In particular, we focus on the difference between simultaneous and alternating optimization of geometry and topology. We recall a rigorously mathematical approach based on the implicit programming technique which considers the classical single load minimum compliance problem subject to a volume constraint. This approach is refined leading to three new problem formulations which can be treated by methods of Mathematical Programming. In particular, these formulations cover the effect of melting end nodes, i.e., vanishing potential bars due to changes in the geometry. In one of these new problem formulations, the objective function is a polynomial of degree three and the constraints are bilinear or just sign constraints. Because heuristics is avoided, certain optimality properties can be proven for resulting structures. The paper closes with two numerical test examples.},
language = {en},
number = {4},
urldate = {2021-10-29},
journal = {Structural and Multidisciplinary Optimization},
author = {Achtziger, Wolfgang},
month = apr,
year = {2007},
pages = {285--304},
file = {Springer Full Text PDF:D\:\\estragio\\Zotero\\storage\\EWLSUFX6\\Achtziger - 2007 - On simultaneous optimization of truss geometry and.pdf:application/pdf}
}
@misc{airshowconsultants_real_2013,
title = {The {REAL} monster from {Loch} {Ness} – {Vickers} {Wellington}},
url = {https://shortfinals.org/2013/06/15/the-real-monster-from-loch-ness-vickers-wellington-r-for-robert/},
abstract = {The Vickers Wellington was a giant. Alright, it only had two engines and an 80 foot wingspan, but its deeds were the stuff of legend, and without this aircraft there would be no 1,000 bomber raids …},
language = {en},
urldate = {2024-01-11},
journal = {Shortfinals - aviation and more!},
author = {AirShowConsultants},
month = jun,
year = {2013}
}
@article{alappat_recursive_2020,
title = {A {Recursive} {Algebraic} {Coloring} {Technique} for {Hardware}-efficient {Symmetric} {Sparse} {Matrix}-vector {Multiplication}},
volume = {7},
issn = {2329-4949},
doi = {10.1145/3399732},
abstract = {The symmetric sparse matrix-vector multiplication (SymmSpMV) is an important building block for many numerical linear algebra kernel operations or graph traversal applications. Parallelizing SymmSpMV on today's multicore platforms with up to 100 cores is difficult due to the need to manage conflicting updates on the result vector. Coloring approaches can be used to solve this problem without data duplication, but existing coloring algorithms do not take load balancing and deep memory hierarchies into account, hampering scalability and full-chip performance. In this work, we propose the recursive algebraic coloring engine (RACE), a novel coloring algorithm and open-source library implementation that eliminates the shortcomings of previous coloring methods in terms of hardware efficiency and parallelization overhead. We describe the level construction, distance-k coloring, and load balancing steps in RACE, use it to parallelize SymmSpMV, and compare its performance on 31 sparse matrices with other state-of-the-art coloring techniques and Intel MKL on two modern multicore processors. RACE outperforms all other approaches substantially. By means of a parameterized roofline model, we analyze the SymmSpMV performance in detail and discuss outliers. While we focus on SymmSpMV in this article, our algorithm and software are applicable to any sparse matrix operation with data dependencies that can be resolved by distance-k coloring.},
number = {3},
urldate = {2023-01-17},
journal = {ACM Transactions on Parallel Computing},
author = {Alappat, Christie and Basermann, Achim and Bishop, Alan R. and Fehske, Holger and Hager, Georg and Schenk, Olaf and Thies, Jonas and Wellein, Gerhard},
year = {2020},
keywords = {graph algorithms, graph coloring, memory hierarchies, scheduling, Sparse matrix, sparse symmetric matrix-vector multiplication},
pages = {19:1--19:37}
}
@article{alexandersen_topology_2015,
title = {Topology optimisation of manufacturable microstructural details without length scale separation using a spectral coarse basis preconditioner},
volume = {290},
issn = {0045-7825},
url = {https://www.sciencedirect.com/science/article/pii/S0045782515000924},
doi = {10.1016/j.cma.2015.02.028},
abstract = {This paper applies topology optimisation to the design of structures with periodic and layered microstructural details without length scale separation, i.e. considering the complete macroscopic structure and its response, while resolving all microstructural details, as compared to the often used homogenisation approach. The approach takes boundary conditions into account and ensures connected and macroscopically optimised microstructures regardless of the difference in micro- and macroscopic length scales. This results in microstructures tailored for specific applications rather than specific properties. Manufacturability is further ensured by the use of robust topology optimisation. Dealing with the complete macroscopic structure and its response is computationally challenging as very fine discretisations are needed in order to resolve all microstructural details. Therefore, this paper shows the benefits of applying a contrast-independent spectral preconditioner based on the multiscale finite element method (MsFEM) to large structures with fully-resolved microstructural details. It is shown that a single preconditioner can be reused for many design iterations and used for several design realisations, in turn leading to massive savings in computational cost. The density-based topology optimisation approach combined with a Heaviside projection filter and a stochastic robust formulation is used on various problems, with both periodic and layered microstructures. The presented approach is shown to allow for the topology optimisation of very large problems in Matlab, specifically a problem with 26 million displacement degrees of freedom in 26 hours using a single computational thread.},
urldate = {2024-02-09},
journal = {Computer Methods in Applied Mechanics and Engineering},
author = {Alexandersen, Joe and Lazarov, Boyan S.},
month = jun,
year = {2015},
keywords = {Manufacturability, Microstructure, Multiscale design, Multiscale FEM, Spectral preconditioner, Topology optimisation},
pages = {156--182},
file = {Submitted Version:D\:\\estragio\\Zotero\\storage\\YZCDIRDQ\\Alexandersen and Lazarov - 2015 - Topology optimisation of manufacturable microstruc.pdf:application/pdf}
}
@article{allaire_homogenization_1996,
title = {The homogenization method for topology and shape optimization. {Single} and multiple loads case},
volume = {5},
issn = {1250-6559},
url = {https://www.tandfonline.com/doi/full/10.1080/12506559.1996.10511241},
doi = {10.1080/12506559.1996.10511241},
abstract = {This paper is devoted to an elementary introduction to the homogenization method applied to topology and shape optimization of elastic structures under single and multiple external loads. The single load case, in the context of minimum compliance and weight design of elastic structures, has been fully described in its theoretical as well as its numerical aspects in [4]. It is here briefly recalled. In the more realistic context of “multiple loads”, i.e. when the structure is optimized with respect to more than one set of external forces, most of the obtained theoretical results remain true. However, the parameters that define optimal composite materials cannot be computed explicitly. In this paper, a method to treat numerically the multiple loads case is proposed.},
language = {en},
number = {5-6},
urldate = {2024-01-09},
journal = {Revue Européenne des Éléments Finis},
author = {Allaire, Grégoire and Belhachmi, Zakaria and Jouve, François},
month = jan,
year = {1996},
pages = {649--672},
file = {Allaire et al. - 1996 - The homogenization method for topology and shape o.pdf:D\:\\estragio\\Zotero\\storage\\F7S628NX\\Allaire et al. - 1996 - The homogenization method for topology and shape o.pdf:application/pdf}
}
@article{allaire_level-set_2002,
title = {A level-set method for shape optimization},
volume = {334},
issn = {1631-073X},
url = {http://www.sciencedirect.com/science/article/pii/S1631073X02024123},
doi = {10.1016/S1631-073X(02)02412-3},
abstract = {We study a level-set method for numerical shape optimization of elastic structures. Our approach combines the level-set algorithm of Osher and Sethian with the classical shape gradient. Although this method is not specifically designed for topology optimization, it can easily handle topology changes for a very large class of objective functions. Its cost is moderate since the shape is captured on a fixed Eulerian mesh. To cite this article: G. Allaire et al., C. R. Acad. Sci. Paris, Ser. I 334 (2002) 1125–1130.
Résumé
Nous proposons une méthode de lignes de niveaux pour l'optimisation de la forme de structures élastiques. Notre approche combine la méthode des lignes de niveaux d'Osher et Sethian et la dérivée classique de formes. Bien que cette méthode ne soit pas spécifiquement conçue pour faire de l'optimisation topologique, elle permet très facilement les changements de topologie de la forme d'une structure pour des fonctions objectifs très générales. Son coût en temps de calcul est modéré puisqu'il s'agit d'une méthode numérique de capture de formes sur un maillage eulérien fixe. Pour citer cet article : G. Allaire et al., C. R. Acad. Sci. Paris, Ser. I 334 (2002) 1125–1130.},
language = {en},
number = {12},
urldate = {2021-01-13},
journal = {Comptes Rendus Mathematique},
author = {Allaire, Grégoire and Jouve, François and Toader, Anca-Maria},
month = jan,
year = {2002},
pages = {1125--1130},
file = {ScienceDirect Full Text PDF:D\:\\estragio\\Zotero\\storage\\YI6UXJA4\\Allaire et al. - 2002 - A level-set method for shape optimization.pdf:application/pdf}
}
@incollection{allaire_numerical_1993,
address = {Dordrecht},
series = {{NATO} {ASI} {Series}},
title = {A {Numerical} {Algorithm} for {Topology} and {Shape} {Optimization}},
isbn = {978-94-011-1804-0},
url = {https://doi.org/10.1007/978-94-011-1804-0_16},
abstract = {In the context of topology and shape optimization, we minimize the sum of the elastic compliance and of the weight of a two-dimensional structure under specified loading. A relaxed formulation of the original problem which uses composites obtained by microperforation is introduced. A new numerical algorithm is proposed ; it provides a natural link between the previously known method of Bendsoe, Kikuchi, and Suzuki, and that of Allaire and Kohn.},
language = {en},
urldate = {2024-01-10},
booktitle = {Topology {Design} of {Structures}},
publisher = {Springer Netherlands},
author = {Allaire, G. and Francfort, G. A.},
editor = {Bendsøe, Martin Philip and Soares, Carlos A. Mota},
year = {1993},
doi = {10.1007/978-94-011-1804-0_16},
keywords = {Alternate Direction Method, Convergence History, Design Variable, Optimal Shape Design, Topology Optimization},
pages = {239--248},
file = {Full Text PDF:D\:\\estragio\\Zotero\\storage\\7NTK35P5\\Allaire and Francfort - 1993 - A Numerical Algorithm for Topology and Shape Optim.pdf:application/pdf}
}
@article{allaire_optimal_1999,
title = {On optimal microstructures for a plane shape optimization problem},
volume = {17},
issn = {1615-1488},
url = {https://doi.org/10.1007/BF01195933},
doi = {10.1007/BF01195933},
language = {en},
number = {2},
urldate = {2021-09-14},
journal = {Structural optimization},
author = {Allaire, G. and Aubry, S.},
month = apr,
year = {1999},
pages = {86--94}
}
@article{allaire_structural_2004,
title = {Structural optimization using sensitivity analysis and a level-set method},
volume = {194},
issn = {00219991},
url = {https://linkinghub.elsevier.com/retrieve/pii/S002199910300487X},
doi = {10.1016/j.jcp.2003.09.032},
abstract = {In the context of structural optimization we propose a new numerical method based on a combination of the classical shape derivative and of the level-set method for front propagation. We implement this method in two and three space dimensions for a model of linear or nonlinear elasticity. We consider various objective functions with weight and perimeter constraints. The shape derivative is computed by an adjoint method. The cost of our numerical algorithm is moderate since the shape is captured on a fixed Eulerian mesh. Although this method is not specifically designed for topology optimization, it can easily handle topology changes. However, the resulting optimal shape is strongly dependent on the initial guess.},
language = {en},
number = {1},
urldate = {2021-01-13},
journal = {Journal of Computational Physics},
author = {Allaire, Grégoire and Jouve, François and Toader, Anca-Maria},
month = feb,
year = {2004},
pages = {363--393},
file = {Allaire et al. - 2004 - Structural optimization using sensitivity analysis.pdf:D\:\\estragio\\Zotero\\storage\\QHT3ZQRP\\Allaire et al. - 2004 - Structural optimization using sensitivity analysis.pdf:application/pdf}
}
@incollection{allaire_topology_1993,
address = {Dordrecht},
series = {{NATO} {ASI} {Series}},
title = {Topology {Optimization} and {Optimal} {Shape} {Design} {Using} {Homogenization}},
isbn = {978-94-011-1804-0},
url = {https://doi.org/10.1007/978-94-011-1804-0_14},
abstract = {We study the shape optimization of a two-dimensional elastic body loaded in plane stress. The design criteria are compliance and weight. A relaxed formulation obtained by homogenization is used, whereby perforated composite materials are admitted as structural components. This approach has the advantage of placing no implicit restriction on the topology of the design. We compare our results with those of Bendsoe, Kikuchi, and Suzuki who used an approach similar to ours.},
language = {en},
urldate = {2024-01-10},
booktitle = {Topology {Design} of {Structures}},
publisher = {Springer Netherlands},
author = {Allaire, G. and Kohn, R. V.},
editor = {Bendsøe, Martin Philip and Soares, Carlos A. Mota},
year = {1993},
doi = {10.1007/978-94-011-1804-0_14},
keywords = {Complementary Energy, Conjugate Gradient Method, Optimal Design, Plane Stress, Topology Optimization},
pages = {207--218},
file = {Full Text PDF:D\:\\estragio\\Zotero\\storage\\3ILT4UEK\\Allaire and Kohn - 1993 - Topology Optimization and Optimal Shape Design Usi.pdf:application/pdf}
}
@article{allaire_topology_2019,
series = {Simulation for {Additive} {Manufacturing}},
title = {Topology optimization of modulated and oriented periodic microstructures by the homogenization method},
volume = {78},
issn = {0898-1221},
url = {http://www.sciencedirect.com/science/article/pii/S0898122118304255},
doi = {10.1016/j.camwa.2018.08.007},
abstract = {This paper is concerned with the topology optimization of structures made of periodically perforated material, where the microscopic periodic cell can be macroscopically modulated and oriented. The main idea is to optimize the homogenized formulation of this problem, which is an easy task of parametric optimization, then to project the optimal microstructure at a desired lengthscale, which is a delicate issue, albeit computationally cheap. The main novelty of our work is, in a plane setting, the conformal treatment of the optimal orientation of the microstructure. In other words, although the periodicity cell has varying parameters and orientation throughout the computational domain, the angles between its members or bars are conserved. The main application of our work is the optimization of so-called lattice materials which are becoming increasingly popular in the context of additive manufacturing. Several numerical examples are presented for compliance minimization in 2-d.},
language = {en},
number = {7},
urldate = {2020-10-12},
journal = {Computers \& Mathematics with Applications},
author = {Allaire, Grégoire and Geoffroy-Donders, Perle and Pantz, Olivier},
month = oct,
year = {2019},
keywords = {Lattice materials, Homogenization, Topology optimization},
pages = {2197--2229},
file = {ScienceDirect Full Text PDF:D\:\\estragio\\Zotero\\storage\\ES44TYC2\\Allaire et al. - 2019 - Topology optimization of modulated and oriented pe.pdf:application/pdf}
}
@article{amini_spatial_2018,
author = {Alexander Amini and
Ava Soleimany and
Sertac Karaman and
Daniela Rus},
title = {Spatial Uncertainty Sampling for End-to-End Control},
journal = {CoRR},
volume = {abs/1805.04829},
year = {2018},
url = {http://arxiv.org/abs/1805.04829},
archiveprefix = {arXiv},
eprint = {1805.04829},
timestamp = {Mon, 13 Aug 2018 16:45:57 +0200},
biburl = {https://dblp.org/rec/journals/corr/abs-1805-04829.bib},
bibsource = {dblp computer science bibliography, https://dblp.org}
}
@article{anderson_iterative_1965,
title = {Iterative {Procedures} for {Nonlinear} {Integral} {Equations}},
volume = {12},
issn = {0004-5411},
url = {https://dl.acm.org/doi/10.1145/321296.321305},
doi = {10.1145/321296.321305},
number = {4},
urldate = {2024-01-11},
journal = {Journal of the ACM},
author = {Anderson, Donald G.},
month = oct,
year = {1965},
pages = {547--560},
file = {Full Text PDF:D\:\\estragio\\Zotero\\storage\\RK394ISY\\Anderson - 1965 - Iterative Procedures for Nonlinear Integral Equati.pdf:application/pdf}
}
@article{andreassen_efficient_2011,
title = {Efficient topology optimization in {MATLAB} using 88 lines of code},
volume = {43},
doi = {10.1007/s00158-010-0594-7},
language = {en},
number = {1},
urldate = {2020-10-16},
journal = {Structural and Multidisciplinary Optimization},
author = {Andreassen, Erik and Clausen, Anders and Schevenels, Mattias and Lazarov, Boyan S. and Sigmund, Ole},
month = jan,
year = {2011},
pages = {1--16}
}
@book{ashby_materials_1999,
address = {Oxford, OX ; Boston, MA},
edition = {2nd ed},
title = {Materials selection in mechanical design},
isbn = {978-0-7506-4357-3},
publisher = {Butterworth-Heinemann},
author = {Ashby, M. F.},
year = {1999},
keywords = {Engineering design, Materials}
}
@article{ashby_properties_2006,
title = {The properties of foams and lattices},
volume = {364},
url = {https://royalsocietypublishing.org/doi/10.1098/rsta.2005.1678},
doi = {10.1098/rsta.2005.1678},
number = {1838},
urldate = {2020-10-07},
journal = {Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences},
author = {Ashby, M.f},
month = jan,
year = {2006},
pages = {15--30}
}
@book{audet_derivative-free_2017,
address = {Cham},
series = {Springer {Series} in {Operations} {Research} and {Financial} {Engineering}},
title = {Derivative-{Free} and {Blackbox} {Optimization}},
isbn = {978-3-319-68912-8 978-3-319-68913-5},
url = {http://link.springer.com/10.1007/978-3-319-68913-5},
urldate = {2024-01-09},
publisher = {Springer International Publishing},
author = {Audet, Charles and Hare, Warren},
year = {2017},
doi = {10.1007/978-3-319-68913-5},
file = {Submitted Version:D\:\\estragio\\Zotero\\storage\\NDDKUXFP\\Audet and Hare - 2017 - Derivative-Free and Blackbox Optimization.pdf:application/pdf}
}
@article{bakker_simultaneous_2021,
title = {Simultaneous optimization of topology and layout of modular stiffeners on shells and plates},
volume = {64},
issn = {1615-147X, 1615-1488},
url = {https://link.springer.com/10.1007/s00158-021-03081-0},
doi = {10.1007/s00158-021-03081-0},
abstract = {Stiffened shells and plates are widely used in engineering. Their performance is highly influenced by the arrangement, or layout, of stiffeners on the base shell or plate and the geometric features, or topology, of these stiffeners. Moreover, modular design is beneficial, since it allows for increased quality control and mass production. In this work, a method is developed that simultaneously optimizes the topology of stiffeners and their layout on a base shell or plate. This is accomplished by introducing a fixed number of modular stiffeners, which are subject to density-based topology optimization and a mapping of these modules to a ground structure. To illustrate potential applications, several stiffened plates and shell examples are presented. All examples demonstrated that the proposed method is able to generate clear topologies for any number of modules and a distinct layout of the stiffeners on the base shell or plate.},
language = {en},
number = {5},
urldate = {2023-03-15},
journal = {Structural and Multidisciplinary Optimization},
author = {Bakker, Coen and Zhang, Lidan and Higginson, Kristie and Keulen, Fred van},
month = nov,
year = {2021},
pages = {3147--3161},
file = {Bakker et al. - 2021 - Simultaneous optimization of topology and layout o.pdf:D\:\\estragio\\Zotero\\storage\\AHC7UEG9\\Bakker et al. - 2021 - Simultaneous optimization of topology and layout o.pdf:application/pdf}
}
@article{balamurugan_two_2011,
title = {A two phase approach based on skeleton convergence and geometric variables for topology optimization using genetic algorithm},
volume = {43},
issn = {1615-147X, 1615-1488},
url = {http://link.springer.com/10.1007/s00158-010-0560-4},
doi = {10.1007/s00158-010-0560-4},
language = {en},
number = {3},
urldate = {2024-01-09},
journal = {Structural and Multidisciplinary Optimization},
author = {Balamurugan, R. and Ramakrishnan, C. V. and Swaminathan, N.},
month = mar,
year = {2011},
pages = {381--404}
}
@inproceedings{belvin_space_2016,
series = {{AIAA} {SciTech} {Forum}},
title = {In-{Space} {Structural} {Assembly}: {Applications} and {Technology}},
shorttitle = {In-{Space} {Structural} {Assembly}},
url = {https://arc.aiaa.org/doi/10.2514/6.2016-2163},
urldate = {2024-01-20},
booktitle = {3rd {AIAA} {Spacecraft} {Structures} {Conference}},
publisher = {American Institute of Aeronautics and Astronautics},
author = {Belvin, Wendel K. and Doggett, William R. and Watson, Judith J. and Dorsey, John T. and Warren, Jay E. and Jones, Thomas C. and Komendera, Erik E. and Mann, Troy and Bowman, Lynn M.},
month = jan,
year = {2016},
doi = {10.2514/6.2016-2163},
keywords = {High Definition Space Telescope, Human Exploration Destination Systems, Infrared Telescopes, International Space Station, Planar Truss, Planets, Robotics, Solar Electric Propulsion, Spacecraft System, Structural Technology},
file = {Submitted Version:D\:\\estragio\\Zotero\\storage\\JZQFIIEE\\Belvin et al. - 2016 - In-Space Structural Assembly Applications and Tec.pdf:application/pdf}
}
@article{ben-tal_new_1993,
title = {A {New} {Method} for {Optimal} {Truss} {Topology} {Design}},
volume = {3},
issn = {1052-6234},
url = {https://epubs.siam.org/doi/abs/10.1137/0803015},
doi = {10.1137/0803015},
abstract = {Truss topology optimization formulated in terms of displacements and bar volumes results in a large, nonconvex optimization problem. For the case of maximization of stiffness for a prescribed volume,this paper presents a new equivalent, an unconstrained and convex minimization problem in displacements only, where the function to be minimized is the sum of terms, each of which is the maximum of two convex,quadratic functions. Existence of solutions is proved, as is the convergence of a nonsmooth steepest descent-type algorithm for solving the topology optimization problem. The algorithm is computationally attractive and has been tested on a large number of examples, some of which are presented.},
number = {2},
urldate = {2021-09-24},
journal = {SIAM Journal on Optimization},
author = {Ben-Tal, Aharon and Bendsøe, Martin P.},
month = may,
year = {1993},
keywords = {73K40, 90C31, 90C50, nonsmooth optimization, truss topology design},
pages = {322--358},
file = {Ben-Tal and Bendsøe - 1993 - A New Method for Optimal Truss Topology Design.pdf:D\:\\estragio\\Zotero\\storage\\6AQVK3WM\\Ben-Tal and Bendsøe - 1993 - A New Method for Optimal Truss Topology Design.pdf:application/pdf}
}
@article{ben-tal_optimal_2000,
title = {Optimal {Design} of {Trusses} {Under} a {Nonconvex} {Global} {Buckling} {Constraint}},
volume = {1},
issn = {1573-2924},
doi = {10.1023/A:1010091831812},
abstract = {We propose a novel formulation of a truss design problem involving a constraint on the global stability of the structure due to the linear buckling phenomenon. The optimization problem is modelled as a nonconvex semidefinite programming problem. We propose two techniques for the numerical solution of the problem and apply them to a series of numerical examples.},
language = {en},
number = {2},
journal = {Optimization and Engineering},
author = {Ben-Tal, Aharon and Jarre, Florian and Kočvara, Michal and Nemirovski, Arkadi and Zowe, Jochem},
month = jul,
year = {2000},
keywords = {buckling, nonconvex semidefinite programming, truss design},
pages = {189--213}
}
@article{bendsoe_generating_1988,
title = {Generating optimal topologies in structural design using a homogenization method},
volume = {71},
issn = {0045-7825},
url = {http://www.sciencedirect.com/science/article/pii/0045782588900862},
doi = {10.1016/0045-7825(88)90086-2},
language = {en},
number = {2},
urldate = {2020-10-13},
journal = {Computer Methods in Applied Mechanics and Engineering},
author = {Bendsøe, Martin Philip and Kikuchi, Noboru},
month = nov,
year = {1988},
pages = {197--224}
}
@article{bendsoe_material_1999,
title = {Material interpolation schemes in topology optimization},
volume = {69},
doi = {10.1007/s004190050248},
language = {en},
number = {9},
urldate = {2021-06-22},
journal = {Archive of Applied Mechanics},
author = {Bendsøe, M. P. and Sigmund, O.},
month = nov,
year = {1999},
pages = {635--654}
}
@article{bendsoe_optimal_1989,
title = {Optimal shape design as a material distribution problem},
volume = {1},
issn = {1615-1488},
doi = {10.1007/BF01650949},
abstract = {Shape optimization in a general setting requires the determination of the optimal spatial material distribution for given loads and boundary conditions. Every point in space is thus a material point or a void and the optimization problem is a discrete variable one. This paper describes various ways of removing this discrete nature of the problem by the introduction of a density function that is a continuous design variable. Domains of high density then define the shape of the mechanical element. For intermediate densities, material parameters given by an artificial material law can be used. Alternatively, the density can arise naturally through the introduction of periodically distributed, microscopic voids, so that effective material parameters for intermediate density values can be computed through homogenization. Several examples in two-dimensional elasticity illustrate that these methods allow a determination of the topology of a mechanical element, as required for a boundary variations shape optimization technique.},
language = {en},
number = {4},
urldate = {2020-10-13},
journal = {Structural optimization},
author = {Bendsøe, M. P.},
month = dec,
year = {1989},
keywords = {Topology optimisation, Otimization, Algorithm},
pages = {193--202}
}
@book{bendsoe_optimization_1995,
address = {Berlin, Heidelberg},
title = {Optimization of {Structural} {Topology}, {Shape}, and {Material}},
isbn = {978-3-662-03117-9 978-3-662-03115-5},
language = {en},
publisher = {Springer Berlin Heidelberg},
author = {Bends{\o}e, Martin P.},
year = {1995},
doi = {10.1007/978-3-662-03115-5}
}
@book{bendsoe_topology_2004,
address = {Berlin, Heidelberg},
title = {Topology {Optimization}},
isbn = {978-3-642-07698-5 978-3-662-05086-6},
language = {en},
urldate = {2020-11-05},
publisher = {Springer Berlin Heidelberg},
author = {Bendsøe, Martin P. and Sigmund, Ole},
year = {2004},
doi = {10.1007/978-3-662-05086-6}
}
@book{bensoussan_asymptotic_1978,
address = {Amsterdam ; New York : New York},
series = {Studies in mathematics and its applications},
title = {Asymptotic analysis for periodic structures},
isbn = {978-0-444-85172-7},
number = {v. 5},
publisher = {North-Holland Pub. Co. ; sole distributors for the U.S.A. and Canada, Elsevier North-Holland},
author = {Bensoussan, Alain and Lions, J.-L. and Papanicolaou, George},
year = {1978},
keywords = {Asymptotic theory, Boundary value problems, Differential equations, Partial, Numerical solutions, Probabilities}
}
@article{borrvall_topology_2003,
title = {Topology optimization of fluids in {Stokes} flow},
volume = {41},
copyright = {Copyright © 2003 John Wiley \& Sons, Ltd.},
issn = {1097-0363},
url = {https://onlinelibrary.wiley.com/doi/abs/10.1002/fld.426},
doi = {10.1002/fld.426},
abstract = {We consider topology optimization of fluids in Stokes flow. The design objective is to minimize a power function, which for the absence of body fluid forces is the dissipated power in the fluid, subject to a fluid volume constraint. A generalized Stokes problem is derived that is used as a base for introducing the design parameterization. Mathematical proofs of existence of optimal solutions and convergence of discretized solutions are given and it is concluded that no regularization of the optimization problem is needed. The discretized state problem is a mixed finite element problem that is solved by a preconditioned conjugate gradient method and the design optimization problem is solved using sequential separable and convex programming. Several numerical examples are presented that illustrate this new methodology and the results are compared to results obtained in the context of shape optimization of fluids. Copyright © 2003 John Wiley \& Sons, Ltd.},
language = {en},
number = {1},
urldate = {2024-01-09},
journal = {International Journal for Numerical Methods in Fluids},
author = {Borrvall, Thomas and Petersson, Joakim},
year = {2003},
pages = {77--107}
}
@article{bourdin_filters_2001,
title = {Filters in topology optimization},
volume = {50},
issn = {0029-5981, 1097-0207},
url = {http://doi.wiley.com/10.1002/nme.116},
doi = {10.1002/nme.116},
language = {en},
number = {9},
urldate = {2020-12-08},
journal = {International Journal for Numerical Methods in Engineering},
author = {Bourdin, Blaise},
month = mar,
year = {2001},
pages = {2143--2158},
file = {Bourdin - 2001 - Filters in topology optimization.pdf:D\:\\estragio\\Zotero\\storage\\ZWHD5XN4\\Bourdin - 2001 - Filters in topology optimization.pdf:application/pdf}
}
@article{brackett_topology_2011,
title = {Topology {Optimization} for {Additive} {Manufacturing}},
abstract = {This paper gives an overview of the issues and opportunities for the application of topology optimization methods for additive manufacturing (AM). The main analysis issues discussed are: how to achieve the maximum geometric resolution to allow the fine features easily manufacturable by AM to be represented in the optimization model; the manufacturing constraints to be considered, and the workflow modifications required to handle the geometric complexity in the post optimization stages. The main manufacturing issues discussed are the potential for realizing intermediate density regions, in the case of the solid isotropic material with penalization (SIMP) approach, the use of small scale lattice structures, the use of multiple material AM processes, and an approach to including support structure requirement as a manufacturing constraint.},
language = {en},
doi = {10.26153/tsw/15300},
author = {Brackett, D and Ashcroft, I and Hague, R},
year = {2011},
pages = {15},
file = {Brackett et al. - TOPOLOGY OPTIMIZATION FOR ADDITIVE MANUFACTURING.pdf:D\:\\estragio\\Zotero\\storage\\WY259A29\\Brackett et al. - TOPOLOGY OPTIMIZATION FOR ADDITIVE MANUFACTURING.pdf:application/pdf}
}
@article{brooks_benchmark_2018,
title = {Benchmark {Aerostructural} {Models} for the {Study} of {Transonic} {Aircraft} {Wings}},
volume = {56},
issn = {0001-1452, 1533-385X},
doi = {10.2514/1.J056603},
language = {en},
number = {7},
urldate = {2022-09-12},
journal = {AIAA Journal},
author = {Brooks, Timothy R. and Kenway, Gaetan K. W. and Martins, Joaquim R. R. A.},
month = jul,
year = {2018},
pages = {2840--2855}
}
@article{bruggi_topology_2012,
title = {Topology optimization for minimum weight with compliance and stress constraints},
volume = {46},
issn = {1615-1488},
url = {https://doi.org/10.1007/s00158-012-0759-7},
doi = {10.1007/s00158-012-0759-7},
abstract = {The paper deals with a formulation for the topology optimization of elastic structures that aims at minimizing the structural weight subject to compliance and local stress constraints. The global constraint provides the expected stiffness to the optimal design while a selected set of local enforcements require feasibility with respect to the assigned strength of material. The Drucker–Prager failure criterion is implemented to handle materials with either equal or unequal behavior in tension and compression. A suitable relaxation of the equivalent stress measure is implemented to overcome the difficulties related to the singularity problem. Numerical examples are presented to discuss the features of the achieved optimal designs along with performances of the adopted procedure. Comparisons with pure compliance–based or pure stress–based strategies are also provided to point out differences arising in the optimal design with respect to conventional approaches, depending on the assumed material behavior.},
language = {en},
number = {3},
urldate = {2023-09-15},
journal = {Structural and Multidisciplinary Optimization},
author = {Bruggi, Matteo and Duysinx, Pierre},
month = sep,
year = {2012},
keywords = {Compliance constraint, Drucker–Prager failure criterion, Singularity problem, Stress constraints, Topology optimization},
pages = {369--384},
file = {Full Text PDF:D\:\\estragio\\Zotero\\storage\\2R38SI97\\Bruggi and Duysinx - 2012 - Topology optimization for minimum weight with comp.pdf:application/pdf}
}
@incollection{bruns_topology_1998,
series = {Multidisciplinary {Analysis} {Optimization} {Conferences}},
title = {Topology optimization of geometrically nonlinear structures and compliant mechanisms},
url = {https://arc.aiaa.org/doi/10.2514/6.1998-4950},
urldate = {2021-09-23},
booktitle = {7th {AIAA}/{USAF}/{NASA}/{ISSMO} {Symposium} on {Multidisciplinary} {Analysis} and {Optimization}},
publisher = {American Institute of Aeronautics and Astronautics},
author = {Bruns, Tyler and Tortorelli, Daniel},
month = sep,
year = {1998},
doi = {10.2514/6.1998-4950},
keywords = {Boundary Value Problems, Linear Elasticity, Newton Raphson Method, Numerical Optimization, Optimization Algorithm, Poisson's Ratio, Sensitivity Analysis, Stiffness Matrices, Structural Analysis, Structural Optimization}
}
@article{bruns_topology_2001,
title = {Topology optimization of non-linear elastic structures and compliant mechanisms},
volume = {190},
issn = {0045-7825},
url = {https://www.sciencedirect.com/science/article/pii/S0045782500002784},
doi = {10.1016/S0045-7825(00)00278-4},
abstract = {A linear elastic response is assumed in most structural topology optimization problems. While this assumption is valid for a wide variety of problems, it is not valid for structures undergoing large displacements. The elastic structural analysis used here accommodates geometric and material non-linearities. The material density field is filtered to enforce a length scale on the field variation and is penalized to remove less effective intermediate densities. The filtering scheme is embedded in the structural analysis to resolve the non-existent solution to the solid-void topology problem. In this way, we know precisely what optimization problem is being solved. The structural topology optimization formulation is also used to design compliant mechanisms.},
number = {26},
urldate = {2024-01-09},
journal = {Computer Methods in Applied Mechanics and Engineering},
author = {Bruns, Tyler E. and Tortorelli, Daniel A.},
month = mar,
year = {2001},
pages = {3443--3459}
}
@article{bruyneel_family_2002,
title = {A family of {MMA} approximations for structural optimization},
volume = {24},
issn = {1615-1488},
url = {https://doi.org/10.1007/s00158-002-0238-7},
doi = {10.1007/s00158-002-0238-7},
abstract = {This paper proposes a new first-order approximation scheme used for solving structural optimization problems. It is based on approximations of the MMA family (MMA and GCMMA), but it utilizes the gradients and/or the function values at two successive design points to improve the quality of the approximation. In addition, this scheme can consider simultaneously monotonous and nonmonotonous structural behaviour. According to the characteristics of the treated problem, one of the approximations or a mix of them is automatically selected. Based on this approach, the accuracy of the approximated subproblems is improved and the solution process can be sped up. Numerical results compare the effectiveness of the method with previously derived approximations of the MMA family for shape optimization of trusses and for composite design problems. The benefit of using mixed approximations is also discussed.},
language = {en},
number = {4},
urldate = {2024-01-09},
journal = {Structural and Multidisciplinary Optimization},
author = {Bruyneel, M. and Duysinx, P. and Fleury, C.},
month = oct,
year = {2002},
keywords = {Key words: structural approximations, method of moving asymptotes},
pages = {263--276},
file = {Full Text PDF:D\:\\estragio\\Zotero\\storage\\8XWATLVL\\Bruyneel et al. - 2002 - A family of MMA approximations for structural opti.pdf:application/pdf}
}
@article{bruyneel_note_2005,
title = {Note on topology optimization of continuum structures including self-weight},
volume = {29},
issn = {1615-1488},
url = {https://doi.org/10.1007/s00158-004-0484-y},
doi = {10.1007/s00158-004-0484-y},
abstract = {This paper proposes to investigate topology optimization with density-dependent body forces and especially self-weight loading. Surprisingly the solution of such problems cannot be based on a direct extension of the solution procedure used for minimum-compliance topology optimization with fixed external loads. At first the particular difficulties arising in the considered topology problems are pointed out: non-monotonous behaviour of the compliance, possible unconstrained character of the optimum and the parasitic effect for low densities when using the power model (SIMP). To get rid of the last problem requires the modification of the power law model for low densities. The other problems require that the solution procedure and the selection of appropriate structural approximations be revisited. Numerical applications compare the efficiency of different approximation schemes of the MMA family. It is shown that important improvements are achieved when the solution is carried out using the gradient-based method of moving asymptotes (GBMMA) approximations. Criteria for selecting the approximations are suggested. In addition, the applications also provide the opportunity to illustrate the strong influence of the ratio between the applied loads and the structural weight on the optimal structural topology.},
language = {en},
number = {4},
urldate = {2024-01-09},
journal = {Structural and Multidisciplinary Optimization},
author = {Bruyneel, M. and Duysinx, P.},
month = apr,
year = {2005},
keywords = {Convex approximations, MMA, Self-weight, Topology optimization},
pages = {245--256},
file = {Full Text PDF:D\:\\estragio\\Zotero\\storage\\AMBJAHC6\\Bruyneel and Duysinx - 2005 - Note on topology optimization of continuum structu.pdf:application/pdf}
}
@article{cadman_design_2013,
title = {On design of multi-functional microstructural materials},
volume = {48},
issn = {1573-4803},
url = {https://doi.org/10.1007/s10853-012-6643-4},
doi = {10.1007/s10853-012-6643-4},
abstract = {The design of periodic microstructural composite materials to achieve specific properties has been a major area of interest in material research. Tailoring different physical properties by modifying the microstructural architecture in unit cells is one of the main concerns in exploring and developing novel multi-functional cellular composites and has led to the development of a large variety of mathematical models, theories and methodologies for improving the performance of such materials. This paper provides a critical review on the state-of-the-art advances in the design of periodic microstructures of multi-functional materials for a range of physical properties, such as elastic stiffness, Poisson’s ratio, thermal expansion coefficient, conductivity, fluidic permeability, particle diffusivity, electrical permittivity and magnetic permeability, etc.},
language = {en},
number = {1},
urldate = {2024-02-09},
journal = {Journal of Materials Science},
author = {Cadman, Joseph E. and Zhou, Shiwei and Chen, Yuhang and Li, Qing},
month = jan,
year = {2013},
keywords = {Pareto Front, Solid Isotropic Material With Penalization, Topology Optimization, Topology Optimization Problem, Wall Shear Stress},
pages = {51--66},
file = {Full Text PDF:D\:\\estragio\\Zotero\\storage\\XBQN2MVE\\Cadman et al. - 2013 - On design of multi-functional microstructural mate.pdf:application/pdf}
}
@article{cai_topology_2022,
title = {Topology optimization of trusses incorporating practical local buckling stability considerations},
volume = {41},
issn = {2352-0124},
url = {https://www.sciencedirect.com/science/article/pii/S2352012422004714},
doi = {10.1016/j.istruc.2022.05.109},
abstract = {For the practical application of optimized truss structures, the local stability of the bar must be considered to obtain stable and realistic structures. However, in the practical design of structures, the initial crookedness of the bars and residual stresses that remain in the bar after the manufacturing process should be taken into account, which makes the buckling strength highly non-connected and non-convex in terms of the cross-sectional properties. Therefore, most conventional truss optimization formulations include only local buckling constraints based on the Euler buckling criterion, while local buckling constraints based on design specifications are rarely incorporated. To treat these problems, a novel topology optimization model for trusses is proposed, where the critical buckling strength is calculated according to the practical design code GB5007-2017. In addition, a linearized iterative allowable stress method is used to solve the optimization model. Since the allowable stresses are calculated at each iteration based on the critical buckling strength, other types of design codes can also be incorporated into the proposed truss topology optimization model. The proposed computational model shows, through several numerical examples, the remarkable effect of including local buckling stability in the optimal design of trusses, while demonstrating that the optimized topology depends on whether the local buckling constraints are derived from the Euler buckling criterion or from actual structural design codes.},
language = {en},
urldate = {2022-06-10},
journal = {Structures},
author = {Cai, Qi and Feng, Ruoqiang and Zhang, Zhijie},
month = jul,
year = {2022},
keywords = {Topology optimization, Truss, Local buckling, Practical design code},
pages = {1710--1718}
}
@article{calladine_buckminster_1978,
title = {Buckminster {Fuller}'s “{Tensegrity}” structures and {Clerk} {Maxwell}'s rules for the construction of stiff frames},
volume = {14},
issn = {0020-7683},
url = {https://www.sciencedirect.com/science/article/pii/0020768378900525},
doi = {10.1016/0020-7683(78)90052-5},
language = {en},
number = {2},
urldate = {2021-09-21},
journal = {International Journal of Solids and Structures},
author = {Calladine, C. R.},
month = jan,
year = {1978},
pages = {161--172}
}
@inproceedings{carrier_investigation_2012,
title = {Investigation of a {Strut}-{Braced} {Wing} {Configuration} for {Future} {Commercial} {Transport}},
abstract = {Strut-braced wing (SBW) is considered in the ongoing ONERA research project ALBATROS as one of a potential fuel-saving transport aircraft configuration. Although not a new concept [1] (several aircraft such as the Hurel-Dubois HD-34, 1956, have used this concept), it has recently received renewed interest since [2][3][4][5][6][7][8][9]. Indeed, the structural strut enables a reduction of the wing weight thanks to the reduction of the bending moment to be sustained by the wing box. The presence of the strut therefore enables to increase the wing aspect ratio, which results in direct aerodynamic performance gains, without considerable weight penalty as it is the case with conventional cantilever wings. The ALBATROS project aims at evaluating the potential of a strut-braced wing concept to improve the aero-structural efficiency of transonic transport aircraft. For that, specific studies are carried out to investigate the potential gains and possible problems of the concept in term of aerodynamics, structures and flight mechanics.},
language = {en},
author = {Carrier, G and Atinault, O and Dequand, S and Toussaint, C},
year = {2012},
pages = {16},