Two dimensional analysis of inflatable structures by the positional FEM
Contribuinte(s) |
UNIVERSIDADE DE SÃO PAULO |
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Data(s) |
17/04/2012
17/04/2012
2009
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Resumo |
This paper presents a, simple two dimensional frame formulation to deal with structures undergoing large motions due to dynamic actions including very thin inflatable structures, balloons. The proposed methodology is based on the minimum potential energy theorem written regarding nodal positions. Velocity, acceleration and strain are achieved directly from positions, not. displacements, characterizing the novelty of the proposed technique. A non-dimensional space is created and the deformation function (change of configuration) is written following two independent mappings from which the strain energy function is written. The classical New-mark equations are used to integrate time. Dumping and non-conservative forces are introduced into the mechanical system by a rheonomic energy function. The final formulation has the advantage of being simple and easy to teach, when compared to classical Counterparts. The behavior of a bench-mark problem (spin-up maneuver) is solved to prove the formulation regarding high circumferential speed applications. Other examples are dedicated to inflatable and very thin structures, in order to test the formulation for further analysis of three dimensional balloons. CNPq (National Counsel of Technological and Scientific Development) |
Identificador |
LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES, v.6, n.3, p.187-212, 2009 1679-7817 |
Idioma(s) |
eng |
Publicador |
LATIN AMER J SOLIDS STRUCTURES |
Relação |
Latin American Journal of Solids and Structures |
Direitos |
openAccess Copyright LATIN AMER J SOLIDS STRUCTURES |
Palavras-Chave | #Geometrical non-linear analysis #FEM #Dynamics #Ballons #NONLINEAR-ANALYSIS #FORMULATION #MEMBRANES #BALLOONS #ELEMENTS #SHELLS #Engineering, Civil #Engineering, Mechanical #Mechanics |
Tipo |
article original article publishedVersion |