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, 2018, 885
doi: 10.26083/tuprints-00020432
Artikel, Zweitveröffentlichung, Verlagsversion
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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 |
Publikationsdatum der Erstveröffentlichung: | 2018 |
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 |
Zugehörige Links: | |
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 |
Zusätzliche Informationen: | 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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