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Shear on the Horizontal Face of a Beam Element01:16

Shear on the Horizontal Face of a Beam Element

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To understand shear on the flat side of a prismatic beam element, consider the vertical and horizontal shearing forces, and the normal forces, acting on the element. The element's upper (U) and lower (L) sections, which are divided by the beam's neutral axis, are examined. The equilibrium of these forces is determined by applying the equilibrium equation, which helps identify the horizontal shearing force. This force is directly related to the bending moments and the cross-section's...
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Deflection of a Beam01:19

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Accurately determining beam deflection and slope under various loading conditions in structural engineering is crucial for ensuring safety and structural integrity. Singularity functions offer a streamlined approach to analyzing beams, especially when multiple loading functions complicate the bending moment equation.
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The moment-area method is an analytical tool used in structural engineering to determine the slope and deflection of beams under various loads. Consider a cantilever with a concentrated load and moment at the free end. The first step is constructing a free-body diagram to calculate the reactions at the fixed end. Next, the bending moment diagram is plotted to visualize how the bending moment varies along the beam's length, focusing on points where the bending moment equals zero.
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Beams01:30

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Beams are integral components of structural engineering and construction, designed to support loads applied at various points along their length. These long, straight members can be classified based on geometry, cross-section, support type, and equilibrium condition.
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Analyzing a supported beam under unsymmetrical loadings is essential in structural engineering to understand how beams respond to varied force distributions. This analysis involves calculating the deflection and identifying points where the slope of the beam is zero, which are crucial for ensuring structural stability and functionality.
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Virtual source of a Pearcey beam.

Dongmei Deng, Chidao Chen, Xin Zhao

    Optics Letters
    |May 3, 2014
    PubMed
    Summary

    A virtual source generates Pearcey wave families. A new expression for the paraxial Pearcey beam (PB) includes nonparaxial corrections for enhanced accuracy in diffraction analysis.

    Area of Science:

    • Optics and Photonics
    • Mathematical Physics

    Background:

    • Pearcey beams are non-diffracting wave solutions.
    • Accurate modeling of nonparaxial effects is crucial for advanced optical applications.

    Purpose of the Study:

    • To demonstrate a virtual source for generating Pearcey wave families.
    • To derive a closed-form expression for the Pearcey wave and its paraxial limit.
    • To obtain an infinite series expression for nonparaxial corrections to the paraxial Pearcey beam (PB).

    Main Methods:

    • Utilizing a virtual source model.
    • Deriving closed-form and series expressions.
    • Employing perturbative series of complex-source-point spherical waves.
    • Applying integral representations of Pearcey waves.

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    Main Results:

    • A virtual source yielding Pearcey wave families is demonstrated.
    • A closed-form expression for the Pearcey wave is derived, simplifying to the paraxial PB.
    • An infinite series expression for nonparaxial corrections to the PB is obtained, offering arbitrary accuracy.
    • The first three terms of the nonparaxial correction series are provided.

    Conclusions:

    • The derived expressions provide a more accurate description of Pearcey beams beyond the paraxial approximation.
    • This work enhances the understanding and potential applications of Pearcey beams in optical systems.
    • The infinite series offers a flexible approach for achieving high-accuracy results in nonparaxial beam propagation.