Results 111 to 120 of about 1,976 (223)

Free-Vibration and Buckling Analyses of Beams using Kriging-Based Timoshenko Beam Elements with the Discrete Shear Gap Technique

Civil Engineering Dimension
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, Nelvin Tanoyo, Tonny C. Gosaria   +2 more
doaj   +1 more source

Vibration and buckling studies of pretensioned structures [PDF]

, 1982
Results of analyses and tests of a simple pretensional structure are presented. Linear finite element analysis correlated well with experimental small amplitude vibration data.
Belvin, W. K.
core   +1 more source

BIFURCATION BUCKLING OF SPHERICAL CAPS [PDF]

Communications on Pure and Applied Mathematics, 1964
openaire   +3 more sources

Mode interactions with symmetry [PDF]

This thesis deals with steady-state mode interaction problems with symmetry. We prove several results concerning problems invariant under the action of an arbitrary compact Lie group Γ. These include the existence of mixed-mode solutions and secondary
Castro, Sofia Balbina Santos Dias de
core  

Simulating Postbuckling Behaviour and Collapse of Stiffened CFRP Panels [PDF]

, 2007
Advanced composite materials are well known for their outstanding potential in weight-related stiffness and strength leading to an ever increasing share in aerospace structural components out of Carbon Fibre Reinforced Plastics (CFRP).
Rohwer, Klaus, Degenhardt, Richard
core  

Buckling of a Nonlinearly Elastic Column: Variational Principles, Bifurcation and Asymptotics

Rocky Mountain Journal of Mathematics, 1995
We study the equilibrium states of an elastic column subject to an end thrust. The column is modeled as an inextensible rod with a nonlinear moment-curvature equation. We bring various mathematical theories to bear on this problem; the calculus of variations, bifurcation theory, phase plane analysis, and singular perturbation theory for ordinary ...
openaire   +3 more sources

Bifurcation analysis of cold-formed steel compression members [PDF]

, 2002
An inelastic bifurcation analysis of cold-formed steel lipped channel columns is described in this paper. A technique for determining the overall flexural and flexural-torsional bifurcation loads of locally buckled columns is presented.
Young, B.
core  

Least-squares Smoothed Shape Functions for Constructing Field-Consistent Timoshenko Beam Elements

Civil Engineering Dimension
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, Henokh G. Tjahyono, Sugiyono Hartono, Timothy A. Setiabudi   +3 more
doaj   +1 more source

Bifurcation of locally buckled channel columns [PDF]

, 1997
The report derives the governing equations for the fundamental and bifurcated states of members with singly symmetric cross-sections that locally buckle in the fundamental state. The members are subject to pure compression and assumed to be geometrically
Rasmussen, KJR, Young, Ben, Young, B, Rasmussen, Kim J.R.   +3 more
core  

Hysteretic slit-snapping and multistability in buckled beams with partial cuts. [PDF]

Sci Adv
Faulí BD, Kwakernaak L, van Hecke M.
europepmc   +1 more source