Results 101 to 110 of about 8,791 (197)
This paper concerns the Eurocode 3 Part 1-3 (EN 1993-1-3) methods for calculating the distortional buckling (bifurcation) load of cold-formed steel-lipped channels subjected to axial force, major and minor axis bending.
André Dias Martins +3 more
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A family of locking-free Kriging-based Timoshenko beam elements with a new implementation of the discrete shear gap technique was recently developed (referred to as K-beam-DSG1 elements). Performance of the K-beam-DSG1 elements has been shown to be very
Foek Tjong Wong +2 more
doaj +1 more source
Bifurcations of a simplified buckling problem and the effect of discretizations
The author gives a detailed description of bifurcations on the trivial solution branch \(\{\) (0,\(\lambda\)); \(\lambda\in {\mathbb{R}}\}\) of a simplified buckling problem \(\Delta u+\lambda \sin u=0\) in \(\Omega =[0,1]\times [0,1]\), \(u=0\) on \(\partial \Omega\).
openaire +1 more source
Nonlinear stability of nanocomposite spherical and cylindrical panels reinforced by carbon nanotubes (CNTs), resting on elastic foundations and subjected to uniform external pressure in thermal environments is investigated in this paper.
Trang Le Thi Nhu, Tung Hoang Van
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Serpentine structures, composed of straight and circular strips, have garnered significant attention as potential designs for flexible electronics due to their remarkable stretchability. When subjected to stretching, these serpentine strips buckle out of plane, and previous studies have identified two distinct buckling modes whose order of appearance ...
Qiyao Shi +3 more
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Least-squares Smoothed Shape Functions for Constructing Field-Consistent Timoshenko Beam Elements
This paper presents an approach for constructing field-consistent Timoshenko beam elements using least-squares smoothed (LSS) shape functions. The variational basis for shear strain redistribution is thoroughly explained, leading to the derivation of ...
Foek Tjong Wong +3 more
doaj +1 more source
Solid or shell finite elements to model thick cylindrical tubes and shells under global bending [PDF]
Rotter, JM, Sadowski, AJ
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Large Deformation Behavior of Long Shallow Cylindrical Composite Panels [PDF]
An exact solution is presented for the large deformation response of a simply supported orthotropic cylindrical panel subjected to a uniform line load along a cylinder generator.
Carper, Douglas M. +2 more
core +1 more source
Feasibility study of shell buckling analysis using the modified structure method [PDF]
The modified structure method, which is based on Koiter's theory of imperfections, was used to calculate approximate buckling loads of several shells of revolution.
Cohen, G. A., Haftka, R. T.
core +1 more source
Bimodal buckling governs human fingers' luxation. [PDF]
Fraldi M +4 more
europepmc +1 more source

