Results 221 to 230 of about 13,699 (264)

Stability of Monosymmetric Beams and Cantilevers

Journal of the Structural Division, 1972
There is a shortage of information on the elastic flexural-torsional buckling of monosymmetric cantilevers, while some differences of opinion exist on the effects of monosymmetry. The buckling of beams and cantilevers is studied in this paper, and theoretical critical loads are tabulated for a wide range of sections.
John M. Anderson, Nicholas S. Trahair
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Forced vibrations of a cantilever beam

European Journal of Physics, 2012
The theoretical and experimental solutions for vibrations of a vertical-oriented, prismatic, thin cantilever beam are studied. The beam orientation is 'downwards', i.e. the clamped end is above the free end, and it is subjected to a transverse movement at a selected frequency.
C E Repetto, A Roatta, R J Welti
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Vibration of a Cracked Cantilever Beam

Journal of Vibration and Acoustics, 1998
A continuous cracked bar vibration model is developed for the lateral vibration of a cracked Euler-Bernoulli cantilevered beam with an edge crack. The Hu-Washizu-Barr variational formulation was used to develop the differential equation and the boundary conditions for the cracked beam as an one-dimensional continuum.
T. G. Chondros, A. D. Dimarogonas
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A Thin Cantilever Beam in a Flow

AIP Conference Proceedings, 2011
We study the small vibrations of a thin flexible beam immersed in a laminar flow, in which we assume the dominant restoring force in most of the domain is tension due to the shear stress, while bending elasticity plays a small but non‐negligible role. A linearized description is considered, which is reduced to an eigenvalue problem.
Yossi Farjoun, David G. Schaeffer, Theodore E. Simos, George Psihoyios, Ch. Tsitouras, Zacharias Anastassi   +5 more
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Nonlinear Response of Cantilever Beams

2014
Ph. D.
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Neurocontrol of a cantilever beam

2000
Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2000. ; Includes bibliographical references (p. 173-174). ; by Nicolas Aplincourt. ; S.M.
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Simply supported beams and cantilevers

Chapter 4 examines simply supported beams and cantilevers, emphasizing bending and shear behavior in steel, reinforced concrete, and prestressed concrete beams. It begins with classical bending theory and design principles for I-sections, continues with shear stress mechanisms including principal stresses and the strut-and-tie model, and concludes with
Leonidas Stavridis, Konstantinos Georgiadis   +1 more
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Vibrations and Buckling of Cantilever Beams

ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, 1976
Wang, J. T. S., Mahrenholtz, O.
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Spectral determination for a cantilever beam

IEEE Transactions on Automatic Control, 1989
The eigenvalue specification problem is discussed for a beam with one end clamped and the other end free, which is allowed to have some structural damping, and has a moment force at the free end acting as a control. The spectrum and eigenvectors of the uncontrolled system are first analyzed and are then used to construct the feedback element which ...
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Cantilever Beam Framing Systems

Engineering Journal, 1999
Cantilever beam framing is a multiple-span system of framing which is more efficient than simple beam framing, but simpler to design and erect than continuous beam systems. It involves cantilevering the beam from one span past a support a short distance into the next span, where it supports the end of the next beam using a simple shear connection. This
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