نتایج جستجو برای: walled section

تعداد نتایج: 171928  

Journal: :E3S web of conferences 2023

In various fields of engineering, such structural elements are widely used that, from the point view their strength calculation, can be referred to thin shells (tanks, reservoirs, cylinders, etc.). When calculating thin-walled shells, a number hypotheses adopted simplify solution problem. The problem is most simply solved within framework momentless theory according which only force normal sect...

2010
Jun Ha Lee Oh Kuen Kwon Ho Jung Hwang Jeong Won Kang

We introduce intertube interactions of a cantilevered triple-walled carbon-nanotube (TWCNT) resonators via classical molecular dynamics simulations. The fundamental frequencies of TWCNT resonators were less than those of singleand double-walled carbon nanotubes of a given diameter because of the increasing intertube disturbance. Our results imply that for a nanotube with a given diameter, the f...

2003
M. Z. Kabir S. H. Mousavi

An analytical study along with a numerical investigation is conducted to determine the lateral buckling strength of thin-walled open-section I shape composite beams. Based on Vlasov-type linear hypothesis beam stiffness coefficients, which account for a cross section geometry and material anisotropy of the section, are obtained. In this study the axial and bending coupling terms ( A,, , A,, , D...

Journal: :Nano letters 2008
Tristan DeBorde J Caleb Joiner Matthew R Leyden Ethan D Minot

We show that the number of concentric graphene cylinders forming a carbon nanotube can be found by squeezing the tube between an atomic force microscope tip and a silicon substrate. The compressed height of a single-walled nanotube (double-walled nanotube) is approximately two (four) times the interlayer spacing of graphite. Measured compression forces are consistent with the predicted bending ...

2004
C. H. Wong K. M. Liew X. Q. He M. J. Tan S. A. Meguid

Molecular dynamics simulation is performed on the buckling behavior of single and multi-walled carbon nanotubes under axial compression. Brenner’s ‘second generation’ empirical potential is used to describe the many-body short range interatomic interactions for singlewalled carbon nanotubes, while the Lennard Jones 12-6 model for van der Waals potential is added for multi-walled carbon nanotube...

Journal: :Machines 2023

In this paper, a numerical experimental study about coupled vibration and natural frequency of thin-walled beams with an arbitrary closed cross-section is presented. A new beam dynamic transfer matrix method, named TDTMM, presented in the domain for beam, which expands advantages general method (GDTMM). The theory takes into account influence warping effect, that is, both bimoment B rate twist ...

2008
T. Michel L. Alvarez J.-L. Sauvajol R. Almairac R. Aznar O. Mathon J.-L. Bantignies E. Flahaut

We have investigated iodine intercalated carbon nanostructures by extended X-ray absorption fine structure (EXAFS) and Raman spectroscopies. We discuss here the charge transfer and the iodine–carbon interaction as a function of the carbon nanostructures (graphite, multiwalled, double-walled and single walled nanotubes). The results show that iodine is weakly adsorbed on the surface of all multi...

Journal: :Sustainability 2023

At present, the development of green building materials is imminent. Traditional wood structures show low strength and are easy to crack. Steel also prone instability. A novel rectangular-section composite beam from welded thin-walled H-shape steel/camphor pine was proposed in this work. The force deformation, section strain distribution law, damage mechanism combined were studied optimize desi...

2015
Ivan Balázs Jindřich Melcher

Metal thin-walled members have been widely used in building industry. Usually they are utilized as purlins, girts or ceiling beams. Due to slenderness of thin-walled cross-sections these structural members are prone to stability problems (e.g. flexural buckling, lateral torsional buckling). If buckling is not constructionally prevented their resistance is limited by buckling strength. In practi...

Journal: :E3S web of conferences 2021

Cold-formed thin-walled steel has light weight, large width thickness ratio, good economy and seismic performance. It is easy to realize standardization of design, very suitable for the development prefabricated buildings. Due ratio cold-formed , plate prone local buckling when it compressed, which will reduce ductility bearing capacity structure, also leads limitation use structure system in m...

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