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Optimal Placement of Active Bars for Buckling Control in Truss Structures under Bar Failures

Gally, Tristan ; Kuttich, Anja ; Pfetsch, Marc E. ; Schaeffner, Maximilian ; Ulbrich, Stefan (2022)
Optimal Placement of Active Bars for Buckling Control in Truss Structures under Bar Failures.
In: Applied Mechanics and Materials, 885
doi: 10.26083/tuprints-00020432
Artikel, Zweitveröffentlichung, Verlagsversion

Kurzbeschreibung (Abstract)

Buckling of slender bars subject to axial compressive loads represents a critical design constraint for light-weight truss structures. Active buckling control by actuators provides a possibility to increase the maximum bearable axial load of individual bars and, thus, to stabilize the truss structure.For reasons of cost, it is in general not economically viable to use such actuators in each bar of the truss structure. Hence, it is an important practical question where to place these active bars. Optimized structures, especially when coupled with active elements to further decrease the number of necessary bars, however, lead to designs, which, while cost-efficient, are especially prone to bardamages, caused, e.g., by material failures. Therefore, this paper presents a mathematical optimization approach to optimally place active bars for buckling control in a way that secures both buckling and general stability constraints even after failure of any combination of a certain number of bars. This allows us to increase the resilience of the system and guarantee stable behavior even in case of failures.

Typ des Eintrags: Artikel
Erschienen: 2022
Autor(en): Gally, Tristan ; Kuttich, Anja ; Pfetsch, Marc E. ; Schaeffner, Maximilian ; Ulbrich, Stefan
Art des Eintrags: Zweitveröffentlichung
Titel: Optimal Placement of Active Bars for Buckling Control in Truss Structures under Bar Failures
Sprache: Englisch
Publikationsjahr: 2022
Verlag: Trans Tech Publications Ltd.
Titel der Zeitschrift, Zeitung oder Schriftenreihe: Applied Mechanics and Materials
Jahrgang/Volume einer Zeitschrift: 885
DOI: 10.26083/tuprints-00020432
URL / URN: https://tuprints.ulb.tu-darmstadt.de/20432
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Herkunft: Zweitveröffentlichungsservice
Kurzbeschreibung (Abstract):

Buckling of slender bars subject to axial compressive loads represents a critical design constraint for light-weight truss structures. Active buckling control by actuators provides a possibility to increase the maximum bearable axial load of individual bars and, thus, to stabilize the truss structure.For reasons of cost, it is in general not economically viable to use such actuators in each bar of the truss structure. Hence, it is an important practical question where to place these active bars. Optimized structures, especially when coupled with active elements to further decrease the number of necessary bars, however, lead to designs, which, while cost-efficient, are especially prone to bardamages, caused, e.g., by material failures. Therefore, this paper presents a mathematical optimization approach to optimally place active bars for buckling control in a way that secures both buckling and general stability constraints even after failure of any combination of a certain number of bars. This allows us to increase the resilience of the system and guarantee stable behavior even in case of failures.

Status: Verlagsversion
URN: urn:nbn:de:tuda-tuprints-204326
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Keywords: Active Buckling Control, Actuator Placement, Resilience, Truss Topology Design

Sachgruppe der Dewey Dezimalklassifikatin (DDC): 500 Naturwissenschaften und Mathematik > 510 Mathematik
600 Technik, Medizin, angewandte Wissenschaften > 600 Technik
600 Technik, Medizin, angewandte Wissenschaften > 620 Ingenieurwissenschaften und Maschinenbau
Fachbereich(e)/-gebiet(e): 16 Fachbereich Maschinenbau
16 Fachbereich Maschinenbau > Fachgebiet Systemzuverlässigkeit, Adaptronik und Maschinenakustik (SAM)
04 Fachbereich Mathematik
04 Fachbereich Mathematik > Optimierung
Hinterlegungsdatum: 02 Feb 2022 13:58
Letzte Änderung: 03 Feb 2022 06:14
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