نتایج جستجو برای: flexural torsional buckling

تعداد نتایج: 23513  

Journal: :Nanotechnology 2014
John D Parkin Georg Hähner

A method suitable for the calibration of the spring constants of all torsional and lateral eigenmodes of micro- and nanocantilever sensors is described. Such sensors enable nanomechanical measurements and the characterization of nanomaterials, for example with atomic force microscopy. The method presented involves the interaction of a flow of fluid from a microchannel with the cantilever beam. ...

Journal: :Biopolymers 1997
G Ramachandran T Schlick

Buckling transitions in superhelical DNA are sudden changes in shape that accompany a smooth variation in a key parameter, such as superhelical density. Here we explore the dependence of these transitions on the elastic constants for bending and twisting. A and C, important characteristics of DNA's bending and twisting persistence lengths. The large range we explore extends to other elastic mat...

Journal: :IOP Conference Series: Materials Science and Engineering 2019

Journal: :مهندسی سازه 0
ابوذر صالح

the basic strategy of reduce the ductility demand and related concentrated tensions at moment resistance connections is reduce the section of the beam at connected region to column. by this method plastic hinge done at the reduced cross section and this local reduction decreases the demand of the components of connection. on this basis, in present study a new beam-to-column moment connection wi...

Journal: :Engineering Structures 2023

The behaviour and design of high strength steel (HSS) beams are addressed in the present study. Six in-plane three-point bending tests on three different welded I-sections ? two homogeneous S690 one hybrid I-section with flanges an S355 web, were first conducted. beam carried out major axis a bespoke restraint system was designed employed test programme to prevent lateral-torsional buckling. Fo...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه تربیت مدرس 1386

چکیده ندارد.

Journal: : 2022

When a steel moment-resisting frame deforms horizontally, H-shaped beams are subjected to the flexural moment gradient. Generally, rigidly connected box section columns possessing large fork restraint. Further, continuous braces on top flange effectively prevent lateral buckling. In this paper, buckling behavior of continuously braced with restraint under gradient is clarified theoretically and...

Journal: :Journal of the Society of Naval Architects of Japan 1979

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