نتایج جستجو برای: flexural buckling behavior

تعداد نتایج: 634011  

2016
Clara M. Almeida Rodrigo Prioli Benjamin Fragneaud Luiz Gustavo Cançado Ricardo Paupitz Douglas S. Galvão Marcelo De Cicco Marcos G. Menezes Carlos A. Achete Rodrigo B. Capaz

The nanoscale friction between an atomic force microscopy tip and graphene is investigated using friction force microscopy (FFM). During the tip movement, friction forces are observed to increase and then saturate in a highly anisotropic manner. As a result, the friction forces in graphene are highly dependent on the scanning direction: under some conditions, the energy dissipated along the arm...

2015
Arnav Sanyal Hai-Chao Han

BACKGROUND Tortuous arteries are often seen in patients with hypertension and atherosclerosis. While the mechanical stress in atherosclerotic plaque under lumen pressure has been studied extensively, the mechanical stability of atherosclerotic arteries and subsequent effect on the plaque stress remain unknown. To this end, we investigated the buckling and post-buckling behavior of model stenoti...

2002

The initial postbuckling behavior and imperfection sensitivity of truss-type structures in which the joints do not transmit moments is determined by means of the Lyapunov-SchmidtKoiter approach. Such structures possess local buckling modes involving the buckling of individual members, and global modes involving axial deformations of all members but no member buckling. Of particular interest is ...

2008
Hai-Hong Sun Pao-Lin Tan

Cylindrical shells, unstiffened or stiffened with rings and/or stringers are commonly used in offshore structures as main loading-carrying members. Comprehensive theoretical work and experimental studies on the buckling behavior of cylindrical shells have been carried out in the past. The increasing offshore application of stiffened cylindrical shells has raised some new challenges that need to...

Journal: :Nature communications 2014
P Xu M Neek-Amal S D Barber J K Schoelz M L Ackerman P M Thibado A Sadeghi F M Peeters

Intrinsic ripples in freestanding graphene have been exceedingly difficult to study. Individual ripple geometry was recently imaged using scanning tunnelling microscopy, but these measurements are limited to static configurations. Thermally-activated flexural phonon modes should generate dynamic changes in curvature. Here we show how to track the vertical movement of a one-square-angstrom regio...

Journal: :International Journal of Geomate 2012

2007
Jeffrey W. Berman Michel Bruneau

This paper highlights aspects of the development of self-stabilizing links having tubular cross-sections for use in eccentrically braced frames (EBF’s). EBF’s utilizing this type of link could be used in bridge piers or other applications where lateral bracing to prevent lateral torsional buckling is difficult to provide. The development of design recommendations for these types of links consis...

M Rezaei S Shoja S Ziaee,

In this paper, buckling behavior of symmetric functionally graded plates resting on elastic foundation is investigated and their critical buckling load in different conditions is calculated and compared. Plate governing equations are derived using the principle of minimum potential energy. Afterwards, displacement field is solved using Galerkin method and the proposed process is examined throug...

2000
A. Lukyanov S. Molokov

Exploding wires are widely used in many experimental setups and pulsed power systems. However, many aspects of the process of wire fragmentation still remain unclear. If the current density is not too high, the wire may break up in the solid state. The experiments have shown that the wires break in tension due to longitudinal forces of unknown nature. In a series of papers, see [2, 3, 4, 5] Gra...

2016
Yasir Matloob Saeed Thomas Schumacher Patrick McLaughlin Matloob Saeed

................................................................................................................................. i Dedication........................................................................................................................... iii Acknowledgements............................................................................................................. i...

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