Static analysis of prestressed tensegrity structures

Carl D. Crane; Joseph Duffy; Julio C. Correa

doi:10.1115/detc2002/mech-34278

Static analysis of prestressed tensegrity structures

Carl D. Crane, Joseph Duffy, Julio C. Correa

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Resumen

In this paper the mathematical model to perform the static analysis of a prestressed antiprism tensegrity structure subjected to an arbitrary reduction of its connecting ties is addressed. A virtual work approach is used to deduce the equilibrium equations and the numerical results are verified using a Newtonian approach. One example is provided to illustrate the mathematical model.

Idioma original	Inglés
Páginas	689-695
Número de páginas	7
DOI	https://doi.org/10.1115/detc2002/mech-34278
Estado	Publicada - 2002
Evento	27th Biennial Mechanisms and Robotics Conference - Montreal, Que., Canadá Duración: 29 sep. 2002 → 2 oct. 2002

Conferencia

Conferencia	27th Biennial Mechanisms and Robotics Conference
País/Territorio	Canadá
Ciudad	Montreal, Que.
Período	29/09/02 → 2/10/02

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@conference{90251b3bb6d648b0969145eef320553a,

title = "Static analysis of prestressed tensegrity structures",

abstract = "In this paper the mathematical model to perform the static analysis of a prestressed antiprism tensegrity structure subjected to an arbitrary reduction of its connecting ties is addressed. A virtual work approach is used to deduce the equilibrium equations and the numerical results are verified using a Newtonian approach. One example is provided to illustrate the mathematical model.",

keywords = "Compliance, Self-deployment, Tensegrity",

author = "Crane, {Carl D.} and Joseph Duffy and Correa, {Julio C.}",

year = "2002",

doi = "10.1115/detc2002/mech-34278",

language = "Ingl{\'e}s",

pages = "689--695",

note = "27th Biennial Mechanisms and Robotics Conference ; Conference date: 29-09-2002 Through 02-10-2002",

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TY - CONF

T1 - Static analysis of prestressed tensegrity structures

AU - Crane, Carl D.

AU - Duffy, Joseph

AU - Correa, Julio C.

PY - 2002

Y1 - 2002

N2 - In this paper the mathematical model to perform the static analysis of a prestressed antiprism tensegrity structure subjected to an arbitrary reduction of its connecting ties is addressed. A virtual work approach is used to deduce the equilibrium equations and the numerical results are verified using a Newtonian approach. One example is provided to illustrate the mathematical model.

AB - In this paper the mathematical model to perform the static analysis of a prestressed antiprism tensegrity structure subjected to an arbitrary reduction of its connecting ties is addressed. A virtual work approach is used to deduce the equilibrium equations and the numerical results are verified using a Newtonian approach. One example is provided to illustrate the mathematical model.

KW - Compliance

KW - Self-deployment

KW - Tensegrity

UR - http://www.scopus.com/inward/record.url?scp=85086421767&partnerID=8YFLogxK

U2 - 10.1115/detc2002/mech-34278

DO - 10.1115/detc2002/mech-34278

M3 - Artículo

AN - SCOPUS:85086421767

SP - 689

EP - 695

T2 - 27th Biennial Mechanisms and Robotics Conference

Y2 - 29 September 2002 through 2 October 2002

ER -

Static analysis of prestressed tensegrity structures

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