Results 261 to 270 of about 835,787 (302)

Large Deflection of Cantilever Beam

Journal of the Engineering Mechanics Division, 1981
In this note, the simultaneous action of two kinds of loads on a cantilever is studied. It will be shown that the superposition of the results does not avail.
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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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DEFLECTION OF A FLEXURAL CANTILEVER BEAM

Transactions of the Canadian Society for Mechanical Engineering, 1993
The behaviour of a flexural elasto-plastic cantilever beam is investigated in which geometric nonlinearities are considered. The result of an elastica analysis by Frisch-Fay [1] is extended to include post-yield behaviour. Although a closed-form solution is not possible, as in the elastic case, simple algebraic equations are derived involving only one
A.N. Sherbourne, F. Lu
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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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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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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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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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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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