Results 71 to 80 of about 4,593 (200)
Effect of loading pulse duration on dynamic buckling of stiffened panels
Design of stiffened panels requires evaluating their stability under various loading combinations for all possible scenarios regarding material degradation or initial geometric imperfections that could affect them.
Mouhat O., Khamlichi A.
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Investigation on the Geometric Imperfections driven Local Buckling Onset in Composite Conical Shells
Buckling is a critical failure phenomenon for structures, and represents a threat for thin shells subjected to compressive forces. The global buckling load, for a conical structure, depends on the geometry and material properties of the shell, on the ...
Castro, Saullo G. P. +8 more
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Stability of an Imperfect Truss Loaded by Wind
The present paper is devoted to the numerical research of stability of a truss loaded by wind and stiffened by elastic supports situated only at the top chord a. The lateral braces, or lateral and torsional braces were taken into account. In the research
Marcin KRAJEWSKI, Piotr IWICKI
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The results of a parametric study of the effects of initial imperfections on the buckling and postbuckling response of three unstiffened thinwalled compression-loaded graphite-epoxy cylindrical shells with different orthotropic and quasi-isotropic shell ...
Hilburger, Mark W. +1 more
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Stability of imperfect elastic cylindrical shells which are subjected to uniform axial compression is analyzed by using the finite element method. Multiple interacting localized axisymmetric initial geometric imperfections, having either triangular or ...
Khamlichi Abdellatif +7 more
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Nonlinear Dynamics of Imperfect FGM Conical Panel
Structures composed of functionally graded materials (FGM) can satisfy many rigorous requisitions in engineering application. In this paper, the nonlinear dynamics of a simply supported FGM conical panel with different forms of initial imperfections are ...
Yan Niu +4 more
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This study investigates the forced vibrations of double simply supported Euler-Bernoulli beams with initial deflections connected through a distributed linear and nonlinear elastic layer.
Ma’en S. Sari, Ahmad Al-Qaisia
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Comparison for Different Circumferential Weld-Induced Imperfections on Steel Silos
As the thin-walled structure,the buckling of steel silos is very sensitive to the initial geometric imperfections. However, these imperfections are uncertain to the shape and amplitude, so the studies of the initial geometric imperfections have important
Zhi Yun Zhao +2 more
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This paper presents the results of numerical simulations on three main factors and their influence on the buckling resistance of reinforcing bars and on their behaviour in the range of postcritical deformations.
Jacek Korentz
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Prediction of Buckling and Postbuckling Behaviour of Composite Ship Panels
The behavior of ship plating normally depends on a variety of influential factors, namely geometric/material properties, loading characteristics, initial imperfections, boundary conditions and deterioration arising from corrosion and fatigue cracking ...
Ionel CHIRICA +3 more
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