Results 271 to 280 of about 37,827 (316)
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Buckling and vibration analysis nanoplates with imperfections

Applied Mathematics and Computation, 2019
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Eugenio Ruocco, Vincenzo Mallardo
openaire   +4 more sources

Buckling analysis with the aska program system

Computer Methods in Applied Mechanics and Engineering, 1978
Abstract The theoretical and practical considerations involved in extending the very large, general purpose finite element program system ASKA to include linear buckling mode analysis are presented. The main analysis features and their software implementation are discussed in the context of modular processors and data operands.
König, M., Nagy, D., Streiner, P.
openaire   +1 more source

Torsional buckling analysis of composite cylinders

41st Structures, Structural Dynamics, and Materials Conference and Exhibit, 2000
A buckling analysis of composite cylinders under torsion is performed by using the geometrically nonlinear e nite element analysis. A nine-node assumed strain shell-element model with six degrees of freedom per node is used for the analysis. The buckling load of a composite cylinder is found by searching for a bifurcation point on the geometrically ...
Hoon Cheol Park   +2 more
openaire   +1 more source

On the non-linear buckling and post-buckling analysis of thin elastic shells

International Journal of Non-Linear Mechanics, 1984
The aim of the paper is to determine the critical and post-critical behaviour of elastic structures in the frame of a geometrically nonlinear shell theory with moderate rotations. For the fundamental equilibrium path, critical points and post-critical path, a variational method is used, and the equilibrium equation and boundary conditions are obtained ...
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Numerical analysis of buckling-driven delamination

International Journal of Solids and Structures, 2002
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Jensen, H. M., Sheinman, I.
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Buckling Analysis of Damaged Beams

The presence of damage on structural systems can affect not only their static and dynamic behaviour of structures but also the buckling and post-buckling responses. The present study investigates, by means of the co-rotational method, the effects of concentrated damage on the post-buckling behaviour of beam-like structures, considering large ...
Rosalinda Arcoraci   +3 more
openaire   +2 more sources

PERTURBATION APPROACH TO ELASTIC POST-BUCKLING ANALYSIS

Computers & Structures, 1998
Summary: This paper shows that effective and reliable computer codes can be obtained by a suitable finite element implementation of the Koiter's perturbation method. However, careful attention has to be paid to all the implementation details in order to avoid kinematic inconsistencies that can strongly affect the results.
Casciaro R   +3 more
openaire   +3 more sources

Buckling Analysis of Frames With Imperfections and Uncertain Parameters

Volume 10: Mechanical Systems and Control, Parts A and B, 2009
The paper describes a procedure for the reliability analysis of frame structures with respect to the buckling limit state under the assumption that the elastic parameters are uncertain and modeled as random variables. The procedure relies on a Response Surface Method adopting simple ratio of polynomials without cross-terms as performance function. Such
ALIBRANDI U   +2 more
openaire   +3 more sources

‘Analysis of buckle propagation in marine pipelines’

Journal of Constructional Steel Research, 1985
Abstract This paper shows how the analysis of minimum, quasi-static, buckle propagation pressures for subsea pipelines may be exactly formulated in terms of the characteristics of ring collapse. A simple mechanistic approach to ring collapse is described which enables the rational incorporation of the effects of material strain hardening. Theoretical
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Buckling Analysis of Reticulated Shells

International Journal of Space Structures, 2000
The paper presents a comparatively simple method for assessing the global stability of single- and double-layer reticulated shells, assuming rigid connections between the bars. With knowledge of the rigidities of the reticulated shell, a statically equivalent replacement solid shell is established, the buckling of which is extensively treated in the ...
Endre Dulácska, Lajos Kollár
openaire   +1 more source

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