Buscar
Mostrando ítems 31-40 de 1513
Lateral buckling of thin-walled composite bisymmetric beams with prebuckling and shear deformation
(Elsevier, 2005-07-10)
The effects of the in-plane prebuckling deformations as well as the effect of shear flexibility on the lateral buckling of bisymmetric thin-walled composite beams has been investigated in this paper. The analysis is based ...
An Eulerian finite element with finite rotations for thin-walled composite beams.
(Asociación Argentina de Mecánica Computacional, 2010-11)
An Eulerian beam finite element for composite thin-walled beams considering arbitrary displacements and rotations is presented. As a distinct feature, the virtual work equations are written as a function of generalized ...
Timber and concrete composite system: A numerical and experimental approach for high temperaturesSistema misto de madeira e concreto: Uma abordagem numérico e experimental para altas temperaturas
(2018-01-01)
The aim of this work was the evaluation of the temperature profile in two composite timber and concrete beam with cross-section T and metallic connection system subjected to high temperatures. The connection system, in ...
Dynamics of magneto electro elastic curved beams: Quantification of parametric uncertainties
(Elsevier, 2015-12-01)
The objective of this paper is the evaluation of uncertainty propagation associated to several parameters in the dynamics of magneto-electro-elastic (MEE) curved beams. These MEE structures can be employed as imbedded parts ...
Mechanical Performance Of Glued-laminated Timber Beams Symmetrically Reinforced With Steel Bars
(Elsevier SCI LTDOxford, 2016)
Mechanical Performance Of Glued-laminated Timber Beams Symmetrically Reinforced With Steel Bars
(ELSEVIER SCI LTDOXFORD, 2016)
Buckling analysis of laminated composite beams by using an improved first order formulation
(Trans Tech Publications Ltd, 2021-01-01)
In this work, a finite element model based on an improved first-order formulation (IFSDT) is developed to analyze buckling phenomenon in laminated composite beams. The formulation has five independent variables and takes ...