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Analytic solutions for Euler-Bernoulli beams with axial compression resting on a nonlinear elastic foundation using MADM. [PDF]
Sci RepChou LK, Lin MX.
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Analysis of Steel-Concrete Composite Beam with an Innovative Connector Made of Corrugated Metal Sheet and Shot Nails. [PDF]
Materials (Basel)Derlatka A, Kania P.
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Development and validation of a novel patient-specific 3D-printed head and neck immobilization device for radiotherapy. [PDF]
Phys Imaging Radiat OncolDewit B, Peeters R, Nuyts S, Depuydt T.
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Phthalate-Free Plasticization of Electrostrictive P(VDF-TrFE-CTFE) for Enhanced Actuation. [PDF]
ACS OmegaGallucci G, Hunt A.
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Failure Mechanisms and Changes in Load-Bearing Capacity of Sinusoidal Corrugated Girders Under Fatigue and Static Loading. [PDF]
Materials (Basel)Śledziewski K, Górecki M.
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Beam Deflections and Rotations
1990Most of the previous seven programmes have been concerned with the analysis of different forms of stress and the application of the theories which we have developed to the analysis and design of different forms of structure and structural components.
Jack Cain, Ray Hulse
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1991
A number of practical reasons for studying beam deflections may be cited. If these deflections become excessive, plaster cracking, which is expensive to repair, may occur in buildings. Shafts acting in bending may become misaligned in their bearings due to large deflections, resulting in excessive wear and possible malfunction.
James M. Gere, Stephen P. Timoshenko
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A number of practical reasons for studying beam deflections may be cited. If these deflections become excessive, plaster cracking, which is expensive to repair, may occur in buildings. Shafts acting in bending may become misaligned in their bearings due to large deflections, resulting in excessive wear and possible malfunction.
James M. Gere, Stephen P. Timoshenko
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1974
In this chapter we shall consider the deflection of a beam that is subject to transverse loading. The deflection can be thought of as being caused by two different effects: the bending moment and the shear force. If the beam is relatively long when compared with its depth, the shear force will only make a small contribution to the deflection and can be
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In this chapter we shall consider the deflection of a beam that is subject to transverse loading. The deflection can be thought of as being caused by two different effects: the bending moment and the shear force. If the beam is relatively long when compared with its depth, the shear force will only make a small contribution to the deflection and can be
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On the Stresses and Deflections of Rectangular Beams
Journal of Applied Mechanics, 1956Abstract The stresses and deflections in rectangular beams and bars are calculated from the two-dimensional elasticity theory by an iterative procedure previously derived. The loading consists of either normal or shear forces varying smoothly along the span.
Boley, B. A., Tolins, I. S.
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Beam-deflection optical tomography
Optics Letters, 1987We report two-dimensional density measurements in a supersonic expansion using beam-deflection optical tomography. Quantitative, high-resolution images with absolute accuracy to 3.5% and spatial resolution to 50 microm were taken with a helium-neon laser and simple apparatus.
G W, Faris, R L, Byer
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