Results 21 to 30 of about 3,502 (261)
Study of The effect of thickness and initial geometric imperfection of cylindrical composite shell on the buckling behavior in axial pressure [PDF]
Today, composite cylindrical shells extensively, have been used in aerospace to increase the performance of the structures. Experience has shown that, when the shells are under compressive loading, Buckling phenomenon will be the most important factor in
ebrahim alizadeh +4 more
doaj +1 more source
Numerical Homogenization of Single-Walled Corrugated Board with Imperfections
Numerical homogenization is an excellent tool for the quick simplification of complex structures with a model that is much simpler and, at the same time, accurately reflects the mechanical behavior of the original model.
Damian Mrówczyński +2 more
doaj +1 more source
Imperfect Geometric Control and Overdamping for The Damped Wave Equation [PDF]
We consider the damped wave equation on a manifold with imperfect geometric control. We show the sub-exponential energy decay estimate in \cite{Chr-NC-erratum} is optimal in the case of one hyperbolic periodic geodesic. We show if the equation is overdamped, then the energy decays exponentially.
Burq, Nicolas, Christianson, Hans
openaire +2 more sources
Optimal Design of Trusses With Geometric Imperfections
The present paper focuses on optimization of trusses that have randomness in geometry that may arise from fabrication errors. The analysis herein is a generalization of a perturbation approach to topology optimization under geometric uncertainties. The main novelty in the present paper is in the consideration of potential buckling due to misaligned ...
Mehdi Jalalpour +2 more
openaire +2 more sources
Consistency of Imperfections in Steel Eurocodes
The second-order theory was used to analyze the flexural buckling of an individual member simply supported on both member ends, with a uniform double symmetric cross-section under a uniform axial force in an elastic state.
Ivan Baláž +3 more
doaj +1 more source
Buckling and post-buckling of prestressed stainless steel stayed columns
Prestressed stayed compression members are frequently required as very slender load-bearing structural components by both investors and architects. Behavior of these members depends on their geometrical and material properties, prestressing and boundary ...
Radek Pichal, Josef Machacek
doaj +1 more source
Behaviour of thin-walled cylindrical and conical shells: Carbon vs. stainless steel [PDF]
Thin-walled cylindrical and conical shells represent one of the most complex structural elements considering their behaviour and susceptibility to buckling.
Kostadinović-Vranešević Kristina +3 more
doaj
Shape and Size of Initial Geometrical Imperfections of Structural Glass Members
In this paper measuring and determining of initial geometrical imperfections of set of glass members are presented. Measured specimens had the different dimensions and different composition – monolithic glass or laminated glass using different types of ...
Pešek Ondřej, Melcher Jindřich
doaj +1 more source
This paper researches the thermal stability of eccentrically stiffened plates made of functionally graded materials (FGM) with metal–ceramic–metal layers subjected to thermal load. The equilibrium and compatibility equations for the plates are derived by
Pham Hong Cong, Nguyen Dinh Duc
doaj +1 more source
Segmentation of µm-resolution image data of irregularly shaped objects poses challenges to existing segmentation algorithms. This is especially true, when imperfections like noise, uneven lightning or traces of sample preparation are present in the image
Matthias Weber +2 more
doaj +1 more source

