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Finite element analysis of tensioned fabric cone structures using a modified assumption on the meridianal stress

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Finite element analysis of tensioned fabric cone structures using a modified assumption on the meridianal stress

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dc.contributor.author GELLIN, Slade
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2010-02-22T10:00:50Z
dc.date.available 2010-02-22T10:00:50Z
dc.date.issued 2010-02-22T10:00:50Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/7224
dc.description p. 2041-2046 en_EN
dc.description.abstract In this latest paper concerning the shaping of tensioned fabric cone structures without meridianal cables, a modification of the assumption concerning the circumferential distribution of the meridianal stress is incorporated. In the previous study an assumption was made that the axial force in the structure was uniformly distributed about a perimeter of a section perpendicular to the axis of the structure. In this study, it will be assumed that the meridianal stress itself is uniformly distributed about a perimeter of a section perpendicular to the axis of the structure. This assumption would agree with results obtained when using uniform bi-axial pre-stress in the shaping analysis. Results between the two studies are compared for structures with bi-planar symmetry. en_EN
dc.language Inglés en_EN
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings en_EN
dc.rights Reserva de todos los derechos en_EN
dc.subject Tensiones fabric structures en_EN
dc.subject Cone structures en_EN
dc.subject Unequal bi-axial stresses en_EN
dc.subject Membrane finite elements en_EN
dc.subject Form finding analysis en_EN
dc.title Finite element analysis of tensioned fabric cone structures using a modified assumption on the meridianal stress en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Gellin, S. (2010). Finite element analysis of tensioned fabric cone structures using a modified assumption on the meridianal stress. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/7224 es_ES
dc.relation.conferencename Symposium of the International Association for Shell and Spatial Structures es_ES
dc.relation.conferencedate 2009 es_ES
dc.relation.conferenceplace Valencia es_ES


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