Results 121 to 130 of about 269 (167)
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Buckling and postbuckling analysis of elasto-plastic fiber metal laminates

Acta Mechanica Solida Sinica, 2014
The elasto-plastic buckling and postbuckling of fiber metal laminates (FML) are studied in this research. Considering the geometric nonlinearity of the structure and the elasto-plastic deformation of the metal layers, the incremental Von Karman geometric relation of the FML with initial deflection is established. Moreover, an incremental elasto-plastic
Yiming Fu
exaly   +2 more sources

Elasto-plastic buckling and postbuckling of arches subjected to a central load

Computers and Structures, 2003
Abstract This paper presented a rational finite curved beam-element model for 3D nonlinear elasto-plastic analysis of arches. The finite element model incorporates the effects of large twist rotations of the cross-section and has consistent sampling scheme of sampling points over the cross-section and so it can perform the elastic and elasto-plastic ...
Yong-Lin Pi, Mark A Bradford
exaly   +2 more sources

Elasto-plastic buckling analysis of laminated plates including interfacial damage

Archive of Applied Mechanics, 2009
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Tian Yanping, Fu Yiming
exaly   +3 more sources

Elasto-Plastic Buckling of Planar Beam Systems

2023
Angelo Luongo   +2 more
exaly   +2 more sources

ELASTO-PLASTIC BUCKLING OF PRESTRESSED ARCHES

International Journal of Structural Stability and Dynamics, 2002
Intentional buckling as a fabrication technique for arch frameworks results in prestrains at every section of the arch, which in turn affect its strength and stability. A nonlinear corotational straight beam element with elastic, linear strain hardening material has been developed to study the elasto-plastic buckling of prestressed arches.
AMIR MIRMIRAN, AMDE M. AMDE, ZEFANG XU
openaire   +1 more source

Elasto-plastic buckling of curved webs

Computers & Structures, 1978
Abstract This paper presents an investigation on elastic buckling strength of curved girder webs subjected to uniform shears or bending stresses at the edges. An elastic 20 degrees of freedom finite element model was used to formulate the eigenvalue problem and a Gauss-Seidel iterative procedure was employed to yield the lowest critical edge loads.
Wang, Leon Ru-Liang   +1 more
openaire   +1 more source

A Theory of Elasto-Plastic Buckling

Textile Research Journal, 1966
An elastic element (modulus E) and' a sliding element (yield stress σ p ) are coupled in series to get a rheological model of an elasto-plastic structure and work-hardening is accounted for by coupling another elastic element (modulus E s ) parallel to ...
Bertil Olofsson, Noboru Oguchi
openaire   +1 more source

Dynamic elasto-plastic buckling of initially curved bars

International Journal of Plasticity, 1987
The longitudinal impact of a slightly curved bar by a heavy rigid hammer with a low velocity is analyzed numerically. The dynamic elasto-plastic buckling behavior is discussed for the bar subjected to the plastic strain of the same order as the elastic.
Fukatsu, Koji, Oda, Masanobu
openaire   +2 more sources

Elasto-Plastic Buckling Stability Under Hydrostatic Pressure

Offshore Technology Conference, 1978
ABSTRACT A spherical submarine hull element is analyzed by means of a nonlinear finite-difference program. The imperfection sensitivity of this stiffened shell is greatly dampened by the structural discontinuities introduced through the stiffened portholes.
J.M. Benoit, Gilles P.J. Bellamy
openaire   +1 more source

On Elasto-plastic Buckling Analysis of Cylindrical Shells

1995
The paper addresses a computational model for elasto-plastic large deformation analysis of thin shells. The large displacement, large rotation but small strain shell theory is developed from the three dimensional continuum theory via standard assumptions on the displacement field (see for example [1] for details). A model for thin shells is obtained by
Frano B. Damjanić   +2 more
openaire   +1 more source

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