Results 171 to 180 of about 139,500 (195)
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Analytical Study of Shear Buckling Behavior of Trapezoidal and Sinusoidal Corrugated Web Girders

International Journal of Steel Structures, 2019
In this study, nonlinear finite element analysis was performed in order to identify the effects of variables that compose sinusoidal webs, and to analyze the effects of the ratio (β) of the length of the horizontal panel to the length of the tilted panel, one of the variables that compose trapezoidal webs.
Seo Haeng Lee   +2 more
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Mixed Finite-Element Formulation Based on Refined Sinusoidal Model for Buckling of Layered Beams

Journal of Aerospace Engineering, 2020
AbstractIn the last 3 decades, sinusoidal theory has been increasingly utilized to research mechanical behaviors of layered composite and sandwich structures.
Ren Xiaohui, Wu Zhen
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Analysis of shear buckling for sinusoidal corrugated web beam

Mechanics Based Design of Structures and Machines, 2022
Kookhyun Kim, Sung-Ju Park
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Nonlinear response of an initially buckled beam with 1:1 internal resonance to sinusoidal excitation

Nonlinear Dynamics, 1993
The nonlinear response of an initially buckled beam in the neighborhood of 1:1 internal resonance is investigated analytically, numerically, and experimentally. The method of multiple time scales is applied to derive the equations in amplitudes and phase angles.
A. A. Afaneh, R. A. Ibrahim
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Analysis of Sinusoidal Buckling of Drill String in Vertical Wells Using Finite Element Method

SPE Middle East Oil and Gas Show and Conference, 2019
Abstract The present work focuses on the stability of drill strings in vertical wellbores. The first rigorous treatment of stability of drill strings for vertical wellbores was presented by Lubinski (1950) and his equation is till most widely used in the industry.
Mehmet Cebeci   +2 more
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General sinusoidal stiffness matrices for buckling and vibration analyses of thin flat-walled structures

International Journal of Mechanical Sciences, 1968
Abstract This paper is concerned with the derivation of stiffness matrices for the buckling or vibration analysis of any structure consisting of a series of long, thin, flat plates rigidly connected together at their longitudinal edges. Each plate is assumed to be subjected to a basic state of plane stress which is longitudinally invariant, and it is
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Nonlinear and Chaotic Snap-Through Response of Buckled Plates Under Sinusoidal Base Excitation

Volume 6C: 18th Biennial Conference on Mechanical Vibration and Noise, 2001
Abstract A simple dynamic model of a general buckled plate using a single mode model is used to present the typical trend of nonlinear behavior. The nonlinear dynamic buckling of curved plate acted upon by a sinusoidal excitation and its effects on the overall dynamic response can be easily interpreted using the single-mode formula.
C. F. Ng, W. Y. Poon, Y. Y. Lee
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Sinusoidal Torsional Buckling of Bars of Angle Section Under Bending Loads, as a Problem in Plate Theory

Journal of Applied Mechanics, 1951
Abstract Timoshenko has applied plate theory to each leg of an angle-section bar to determine the critical compressive load needed to cause sinusoidal torsional buckling. In this paper his idea is used to calculate the critical bending load needed to cause sinusoidal torsional buckling of an angle bar.
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