Bibliografías temáticas / Buckling

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Literatura académica sobre el tema "Buckling"

Autor: Grafiati
Publicado: 4 de junio de 2021
Última modificación: 25 de julio de 2025

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Artículos de revistas sobre el tema "Buckling"

1

Antman, S. S., and C. L. Adler. "Design of Material Properties That Yield a Prescribed Global Buckling Response." Journal of Applied Mechanics 54, no. 2 (1987): 263–68. http://dx.doi.org/10.1115/1.3173005.

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In the context of the large buckling of a nonlinearly elastic column under end thrust, this paper treats the design of (constitutive) functions appearing in bifurcation problems so as to produce a prescribed first bifurcating branch (e.g., a branch having a prescribed number of wiggles, which produce a prescribed pattern of hysteresis with snap bucklings in loading-unloading processes). The solution of this design problem also yields a method for determining a constitutive function from a single buckling experiment. A dual variational formulation is used to reduce the design problem to the sol
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2

Chang-jun, Cheng, and Lui Xiao-an. "Buckling and post-buckling of annular plates in shearing, Part I: Buckling." Computer Methods in Applied Mechanics and Engineering 92, no. 2 (1991): 157–72. http://dx.doi.org/10.1016/0045-7825(91)90237-z.

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Ndogmo, Joseph, and Martin Mensinger. "Design of the cross‐section of a steel composite bridge taking into account the buckling check according to EN 1993‐1‐5." ce/papers 7, no. 3-4 (2024): 62–67. http://dx.doi.org/10.1002/cepa.3065.

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AbstractAs part of optimizing a steel composite section to determine whether longitudinal stiffeners could be omitted concerning plate buckling, a buckling tool was developed that implements both the effective width method (EWM) and the reduced stress method (RSM). These two methods are offered in addition to the finite element method in EN 1993‐1‐5 for buckling analysis. It was found that when using the formula given in EN‐1993‐1‐5 for calculating the critical buckling stress of unstiffened buckling fields, which is independent of the acting stress distribution, the ratio of the elastic criti
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4

Ma, Jiaxing, Tao Wang, Yinhui Wang, and Kikuo Ikarashi. "Elastic Web Buckling Stress and Ultimate Strength of H-Section Beams Dominated by Web Buckling." Mathematical Problems in Engineering 2020 (August 19, 2020): 1–18. http://dx.doi.org/10.1155/2020/3097062.

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Numerical analyses and theoretic analyses are presented to study the elastic buckling of H-section beam web under combined bending and shear force. Results show that the buckling stress of a single web with clamped edges gives a good agreement with the buckling stress of an H-section beam web when the local buckling of the beam is dominated by the web buckling. Based on theoretic analyses, a parametric study is conducted to simplify the calculation of buckling coefficients. The parameters involved are clarified first, and the improved equations for the buckling coefficient and buckling stress
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5

Kato, Shiro, Yoshiro Yamauchi, and Takashi Ueki. "Buckling Load of Elliptic Paraboloidal Single Layer Reticulated Roofs under Uniform Load." International Journal of Space Structures 20, no. 2 (2005): 91–106. http://dx.doi.org/10.1260/0266351054764227.

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The present paper discusses buckling strength of elliptic paraboloidal reticular roofs under a uniform load on a rectangular plan. The roofs are assumed as three way single layers with a pin-support at all peripheries on a rectangular plan. The buckling analyses are performed for linear buckling, elastic buckling and elastic-plastic buckling. The results of buckling loads are formulated based on two procedures for practical design use. One is an explicit but approximate formula for elastic buckling loads using a knock down factor and the other one is an implicit expression for buckling loads i
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Kato, Shiro, Yoshiro Yamauchi, Takashi Ueki, and Kazune Okuhira. "Buckling Load of Elliptic Paraboloidal Single Layer Reticulated Roofs with Simple Supports under Uniform Load." International Journal of Space Structures 20, no. 4 (2005): 211–24. http://dx.doi.org/10.1260/026635105775870305.

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The present paper discusses buckling strength of elliptic paraboloidal reticular roofs under uniform load with a rectangular plan. The roofs are assumed as three way single layers with a simple support at all peripheries of a rectangular plan. The buckling analyses are performed for linear buckling, elastic buckling, and elastic-plastic buckling. The results of buckling loads are formulated based on two procedures for practical design use. One is an explicit formula for elastic buckling loads using a knock down factor and the other one is an implicit expression for buckling loads interpreted a
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7

Li, Wei, Jing Dong, Hui Qu, Lanqin Wang, and Kun Zhao. "Local Buckling Development of H-Section Steel Core of Buckling-Restrained Brace." Buildings 12, no. 2 (2022): 227. http://dx.doi.org/10.3390/buildings12020227.

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To enhance the theoretical basis for the half-wavelength evaluation of high-order local buckling of section steel used as inner core of buckling-restrained brace, this paper conducts theoretical and numerical studies on the local buckling development of an H-section steel core of buckling restrained brace. Firstly, the elastic buckling development of the flange under monotonic compression is theoretically discussed based on the elastic buckling theory of plate and the principle of virtual displacement. The numerical model for the buckling restrained brace with H-section steel core is then esta
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Melemez, F. Fatih, Talha Boz, Pandian Chelliah, et al. "Study of Local and Transient Buckling in Glass Fiber Reinforced Composite Using Fiber Bragg Grating." Key Engineering Materials 543 (March 2013): 346–51. http://dx.doi.org/10.4028/www.scientific.net/kem.543.346.

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Glass ber reinforced composites (GFRC) are widely used in load bearing industrialapplications. Failure can occur in GFRC due to matrix cracking, ber breaking, crack coupling,delamination, or combined e ects of these failure mechanisms, and it is important to study thefailure mechanisms for qualitative inspection of the material during its operation. In this paper,GFRC is manufactured using resin transfer molding, and ber Bragg grating is embeddedin the composite during the manufacturing step. A strain gage is surface mounted on thecomposite, to correlate the FBG measurement data. GFRC is subje
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Li, Bai Jian, Liang Sheng Zhu, and Xin Sha Fu. "Theoretical Analysis for Local Buckling of Corrugated Steel Plate." E3S Web of Conferences 38 (2018): 03002. http://dx.doi.org/10.1051/e3sconf/20183803002.

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To study local buckling of Corrugated Steel Plate under concentrated loads. Through experimental tests and theorical analysis, bearing capacity and failure form of Corrugated Steel Plate were discussed. Bearing capacity of Corrugated Steel Plate associated with local buckling, which can be assumed to be composed of three parts: buckling of plane rigid frame caused by concentrated loads, buckling of roof and web caused by bending stress. These three parts were unified by buckling relevant equations, then local buckling calculation formula was obtained. Comparing with experimental results, the l
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Sui, Qianqian, Changliang Lai, and Hualin Fan. "Buckling analyses of double-shell octagonal lattice truss composite structures." Journal of Composite Materials 52, no. 9 (2017): 1227–37. http://dx.doi.org/10.1177/0021998317723446.

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To reveal the compression failure modes of one-dimensional hierarchical double-shell octagonal lattice truss composite structures (DLTCSs), finite element modeling and equivalent continuum models were developed. DLTCS has three typical failure modes: (a) fracture of the strut, (b) global buckling, and (c) local buckling. Failure mode maps were constructed. It is found that column of long enough length will collapse at global buckling. When the column length decreases, the failure mode will turn to local buckling and strut fracture successively. Bay length greatly influences the buckling mode.
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Tesis sobre el tema "Buckling"

1

CUNHA, PATRICIA CARLA DA. "BUCKLING AND POST-BUCKLING BEHAVIOR OF FOLDED PLATES." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2005. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=7691@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>O presente trabalho tem por objetivo estudar o comportamento crítico e pós-crítico de placas dobradas. Placas dobradas, tanto de aço quanto de concreto, têm sido usadas com grande freqüência em obras de engenharia, particularmente como paredes portantes e coberturas de grandes vãos. Neste último caso, placas dobradas têm uma aplicação semelhante a de cascas esbeltas, sendo, porém, mais simples de construir, dado que são compostas de superfícies planas. Neste trabalho utiliza-se o software ABAQUS para análise de placas dobr
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2

Khamisi, Ali. "Stability of Tubular Steel Structures : Buckling and Lateral Torsional Buckling." Thesis, Université de Lorraine, 2016. http://www.theses.fr/2016LORR0172.

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Ce sujet est d’actualité suite à une évolution rapide des types de conception de structures élancées utilisées dans les installations provisoires. C’est seulement depuis une vingtaine d’années que ces structures sont préfabriquées en cadres multidirectionnels (de sections tubulaires en acier ou en aluminium). Ces structures sont légères et leur stabilité réside seulement dans les raideurs internes au niveau des files de montants et au niveau horizontal par les planchers ainsi que dans les liaisons avec l’ouvrage. Ce travail concerne l’étude des instabilités (flambement-déversement) en tenant c
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3

Clarin, Mattias. "Plate buckling resistance : patch loading of longitudinally stiffened webs and local buckling /." Luleå : Division of Structural Engineering - Steel Structures, Department of Civil, Mining and Environmental Engineering, Luleå University of Technology, 2007. http://epubl.ltu.se/1402-1544/2007/31/LTU-DT-0731-SE.pdf.

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Mahar, Akshay Mangal. "Buckling and post-buckling behaviour of cold-formed steel built-up columns." Thesis, Queensland University of Technology, 2022. https://eprints.qut.edu.au/232829/1/Akshay%20Mangal_Mahar_Thesis.pdf.

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This research investigated the stability and strength behaviour of cold-formed steel built-up columns. The stability behaviour was investigated by developing a compound spline finite strip based computational tool, while experiments and finite element studies were performed to investigate the strength behaviour. The results highlighted the shortcomings of the current design standards, including North American and Australian/New Zealand Standards, and led to simplified design procedures and strength equations for cold-formed steel built-up columns. Overall, this research has significantly impro
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5

Sadr-Hashemi, Farshid. "Buckling of conical shells." Thesis, University College London (University of London), 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.685403.

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JUNIOR, WALTER MENEZES GUIMARAES. "BUCKLING OF VISCOELASTIC STRUCTURES." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2006. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9164@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>Este trabalho apresenta um modelo computacional aplicável à análise de sistemas estruturais viscoelásticos submetidos a grandes deslocamentos, com particular atenção ao fenômeno da instabilidade. A discretização dos modelos é obtida através de elementos finitos isoparamétricos bidimensionais que podem ser empregados na análise de colunas, pórticos, arcos e cascas axissimétricas. A estabilidade elástica do sistema é verificada ao longo de trajetórias de equilíbrio definidas no espaço carga-deslocamentos, onde a ocorrência d
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Moroder, Daniel. "Longitudinal bar buckling behavior." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2008. http://amslaurea.unibo.it/94/.

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Reinforced concrete columns might fail because of buckling of the longitudinal reinforcing bar when exposed to earthquake motions. Depending on the hoop stiffness and the length-over-diameter ratio, the instability can be local (in between two subsequent hoops) or global (the buckling length comprises several hoop spacings). To get insight into the topic, an extensive literary research of 19 existing models has been carried out including different approaches and assumptions which yield different results. Finite element fiberanalysis was carried out to study the local buckling behavior with v
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Purbolaksono, Judha. "Buckling and post-buckling analysis of cracked plates by the boundary element method." Thesis, Queen Mary, University of London, 2003. http://qmro.qmul.ac.uk/xmlui/handle/123456789/1831.

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This thesis presents boundary element formulations for buckling and nonlinear buckling analysis of plates. Dual boundary element formulations are also presented for linear and nonlinear buckling, and large deformation analysis of crack behaviour in plates. Reissner plate theory is adopted to represent shear deformable plate bending, and two dimensional plane stress is used to model the membrane behaviour of plate. By taking into account the nonlinear interaction between forces and rotations in the equilibrium equation, the nonlinear formulation is formed by coupling equations of shear deformab
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9

SOLTANI, GHULAM H. "BUCKLING AND POST-BUCKLING RESPOSNE OF SINGLE CURVATUE BEAM-COLUMNS UNDER THERMAL (FIRE) LOADS." OpenSIUC, 2017. https://opensiuc.lib.siu.edu/theses/2147.

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The main objective of this research was to study the buckling and post-buckling response of axially restrained beam-columns under thermal loading. Also the effects of slenderness ratios on pre-buckling and post-buckling behavior which is neglected in AISC specification was examined. The results of this study indicate that: a) Both the deflection and end moment amplification factors are significantly smaller for the restrained beam-columns subjected to temperature increase than the corresponding unrestrained beam-columns subjected to (mechanical) axial loads. b) The deflection amplification fa
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10

Ozdemir, Kerem Murat. "Lateral Buckling Of Overhanging Beams." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606488/index.pdf.

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Lateral torsional buckling should be taken into account during the design of overhanging steel beams. One special type of overhanging beams is the crane trolley monorails. Lateral buckling of overhanging monorails under idealized loading and boundary conditions has been studied in the past using classical mathematical procedures. This thesis aims to present a detailed investigation of overhanging monorails using finite element analysis. Effects of different loading and boundary conditions were studied in detail. It was found out that the location of loading and supports on the cross section ha
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Libros sobre el tema "Buckling"

1

Lindberg, Herbert E., and Alexander L. Florence. Dynamic Pulse Buckling. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3657-7.

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Byskov, Esben. Selected buckling problems. Department of Structural Engineering, Technical University of Denmark, 1990.

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G, Falzon B., and Aliabadi M. H, eds. Buckling and post buckling structures: Experimental, analytical and numerical studies. Imperial College Press, 2008.

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Johann, Arbocz, and Weller T, eds. Buckling experiments: Experimental methods in buckling of thin-walled structures. Wiley, 1998.

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Shama, Mohamed. Buckling of Ship Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-17961-7.

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Shama, Mohamed. Buckling of Ship Structures. Springer Berlin Heidelberg, 2013.

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Kachanov, L. M. Delamination Buckling of Composite Materials. Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-2819-0.

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Bushnell, D. Computerized buckling analysis of shells. Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-5063-4.

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Akbarov, Surkay. Stability Loss and Buckling Delamination. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-30290-9.

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C, Chamis C., and United States. National Aeronautics and Space Administration., eds. Probabalistic progressive buckling of trusses. National Aeronautics and Space Administration, 1991.

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Capítulos de libros sobre el tema "Buckling"

1

Gooch, Jan W. "Buckling." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_1645.

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Barbero, Ever J. "Buckling." In Finite Element Analysis of Composite Materials using Abaqus®, 2nd ed. CRC Press, 2023. http://dx.doi.org/10.1201/9781003108153-4.

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Suhir, E. "Buckling." In Structural Analysis in Microelectronic and Fiber-Optic Systems. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-6535-8_17.

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Leckie, Frederick A., and Dominic J. Dal Bello. "Buckling." In Strength and Stiffness of Engineering Systems. Springer US, 2008. http://dx.doi.org/10.1007/978-0-387-49474-6_10.

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Audoly, Basile. "Buckling and Post-buckling of Plates." In Encyclopedia of Continuum Mechanics. Springer Berlin Heidelberg, 2018. http://dx.doi.org/10.1007/978-3-662-53605-6_134-1.

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Eslami, M. Reza. "Buckling and Post-buckling of Beams." In Buckling and Postbuckling of Beams, Plates, and Shells. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-62368-9_2.

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Audoly, Basile. "Buckling and Post-buckling of Plates." In Encyclopedia of Continuum Mechanics. Springer Berlin Heidelberg, 2020. http://dx.doi.org/10.1007/978-3-662-55771-6_134.

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Strømmen, Einar N. "Elastic Buckling." In Structural Mechanics. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-44318-4_12.

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Bonnet, Mireille. "Scleral Buckling." In Microsurgery of Retinal Detachment. Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-662-08731-2_12.

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Chakrabarty, J. "Plastic Buckling." In Mechanical Engineering Series. Springer New York, 2000. http://dx.doi.org/10.1007/978-1-4757-3268-9_7.

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Actas de conferencias sobre el tema "Buckling"

1

Lin, Pao-Chun, Chih-Wei Chang, and Ping-Jung Yang. "Experimental Study of High-Mode Buckling of Flat Steel Core in Buckling-Restrained Braces." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.3311.

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&lt;p&gt;Buckling-restrained braces (BRBs) featuring flat steel core plates can be susceptible to local bulging failures when the restrainer lacks the necessary stiffness and strength. These failures arise from outward forces generated by high-mode buckling waves within the steel core. This study conducted cyclic loading tests on five BRB specimens with all-steel restrainers. Among the specimens, three have core segment lengths of 300 mm, each with varying debonding layer thicknesses (0.6 mm, 2 mm, and 4 mm). The remaining two specimens have approximately 900 mm core segments with a 2 mm thick
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Xu, Yixiang, Michael Chen, and Wenjun Chen. "Buckling and Post-Buckling of a Pumpkin Balloon." In 51st AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
18th AIAA/ASME/AHS Adaptive Structures Conference
12th. American Institute of Aeronautics and Astronautics, 2010. http://dx.doi.org/10.2514/6.2010-2671.

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SRIDHARAN, S., and M. ZEGGANE. "CAPTURING LOCALIZATION OF LOCAL BUCKLING IN INTERACTIVE BUCKLING SCENARIOS." In Proceedings of the Third International Conference. PUBLISHED BY IMPERIAL COLLEGE PRESS AND DISTRIBUTED BY WORLD SCIENTIFIC PUBLISHING CO., 2000. http://dx.doi.org/10.1142/9781848160095_0011.

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Aasen, Jan A., and Bernt S. Aadnøy. "Buckling Models Revisited." In IADC/SPE Asia Pacific Drilling Technology. Society of Petroleum Engineers, 2002. http://dx.doi.org/10.2118/77245-ms.

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Goldfeld, Yiska. "Buckling and Initial Post-Buckling of Generally Stiffened Conical Shells." In 47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
14th AIAA/ASME/AHS Adaptive Structures Conference
7th. American Institute of Aeronautics and Astronautics, 2006. http://dx.doi.org/10.2514/6.2006-2275.

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Kala, Zdeněk, Martin Kalina, and Petr Frantík. "Buckling and post-buckling of the von Mises planar truss." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2014 (ICNAAM-2014). AIP Publishing LLC, 2015. http://dx.doi.org/10.1063/1.4913079.

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Gong, Lixin. "Onset and Post Buckling of Pipe-in-Pipe’s Helical Buckling Using Improved Energy Method." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77032.

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The purpose of this paper is to present theoretical solutions based on an improved energy method for predicting the helical buckling (HB) behavior of pipes in vertical, inclined, and horizontal wells. The energy method has been applied to solve the pipe-in-pipe’s (PIP) helical buckling behavior since Lubinski, et al [2] in the 1950’s. However, in the preceding studies, the energy methods are not yet completely correct because the pipe’s potential energy of the distributed contact normal force induced by the helical buckling was considered to be negligible. This deficiency caused improper deduc
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Seibel, Arthur, and Josef Schlattmann. "Buckling Analysis under Uncertainty." In Second International Conference on Vulnerability and Risk Analysis and Management (ICVRAM) and the Sixth International Symposium on Uncertainty, Modeling, and Analysis (ISUMA). American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413609.215.

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Cosham, Andrew, Kenneth A. Macdonald, Ian MacRae, and Malcolm Carr. "ECAs and Lateral Buckling." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95529.

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Abstract An engineering critical assessment (ECA) is commonly conducted during the design of an offshore pipeline in order to determine the tolerable size of flaws in the girth welds. API 579-1/ASME FFS-1 2016 and BS 7910:2013+A1:2015 Incorporating Corrigenda Nos. 1 and 2 give guidance on conducting fitness-for-service assessments of cracks and crack-like flaws. DNVGL-RP-F108, 2017 Assessment of flaws in pipeline and riser girth welds describes a methodology to satisfy the fracture and fatigue limit states in DNVGL-ST-F101, 2017 based on Option 2 with ductile tearing in BS 7910:2013. It requir
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Wiebe, Richard, Lawrence Virgin, Ilinca Stanciulescu, and S. Spottswood. "On Snap-Through Buckling." In 52nd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 2011. http://dx.doi.org/10.2514/6.2011-2083.

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Informes sobre el tema "Buckling"

1

Danielson, D. A. Buckling of Ship Grillages. Defense Technical Information Center, 1996. http://dx.doi.org/10.21236/ada316711.

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Dux P.F. and Kitipornchai S. Buckling of suspended I-beams. The University of Queensland, Department of Civil Engineering, 1988. http://dx.doi.org/10.14264/403611.

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Lee, A. S., and S. E. Bumpas. Buckling analysis of spent fuel basket. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/71376.

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Danielson, D. A., and D. P. Kihl. Buckling of Ship Grillages - Part II,. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada331088.

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Greimann, L., F. Fanous, S. Safar, R. Challa, and D. Bluhm. Buckling evaluation of System 80+{trademark} containment. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10192221.

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Jung, Gonghyun, T. D. Huang, Pingsha Dong, Randal M. Dull, Christopher C. Conrardy, and Nancy C. Porter. Numerical Prediction of Buckling in Ship Panel Structures. Defense Technical Information Center, 2006. http://dx.doi.org/10.21236/ada495201.

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Tang, Y. Buckling of elliptical rings under uniform external pressure. Office of Scientific and Technical Information (OSTI), 1991. http://dx.doi.org/10.2172/10134497.

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Hou, H. T., M. J. Li, X. X. Yan, C. X. Qiu, X. F. Liu, and B. Qu. TESTING OF BUCKLING - RESTRAINED BRACES WITH REPLACEABLE FUSES. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.051.

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Dugan, John. Buckling of Arctic Sea Ice in Lateral Compression. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada329595.

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Simitses, George J., Sayed Sallam, and Yeoshua Frostig. Buckling of Delaminated Shells and Multi-Annular Plates. Defense Technical Information Center, 1985. http://dx.doi.org/10.21236/ada162371.

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