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Related Concept Videos

Prismatic Beams: Problem Solving01:15

Prismatic Beams: Problem Solving

In the design of a supported timber beam subjected to a distributed load, both the beam's physical dimensions and the timber's characteristics, such as its grade and species, are critical. These factors determine the allowable stress values, which are crucial for calculating the necessary beam depth to ensure structural integrity and safety.
The design begins with analyzing the beam as a free body to identify moments and force balances, thereby determining support reactions. Next, the designer...
Method of Superposition01:20

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Beams with Symmetric Loadings01:15

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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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Beams with Unsymmetric Loadings01:17

Beams with Unsymmetric Loadings

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Singularity Functions for Bending Moment01:18

Singularity Functions for Bending Moment

Singularity functions simplify the representation of bending moments in beams subjected to discontinuous loading, allowing the use of a single mathematical expression. For a supported beam AB, with uniform loading from its midpoint M to the right side end B, the approach involves conceptual 'cuts' at specific points to determine the bending moment in each segment. By cutting the beam at a point between A and M, the bending moment for the segment before reaching midpoint M is represented using a...
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The Generation of Higher-order Laguerre-Gauss Optical Beams for High-precision Interferometry
12:14

The Generation of Higher-order Laguerre-Gauss Optical Beams for High-precision Interferometry

Published on: August 12, 2013

Multistep method for wide-angle beam propagation.

G R Hadley

    Optics Letters
    |October 3, 2009
    PubMed
    Summary
    This summary is machine-generated.

    A novel beam propagation method uses factored Padé operators for accurate Helmholtz propagation. This multistep approach simplifies calculations and integrates transparent boundary conditions efficiently.

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    Area of Science:

    • Computational physics
    • Wave propagation modeling

    Background:

    • Accurate simulation of wave propagation is crucial in various scientific fields.
    • Existing wide-angle propagation methods often face computational challenges or approximations.

    Purpose of the Study:

    • To introduce a new, efficient, and accurate beam-propagation method.
    • To enable accurate approximations to true Helmholtz propagation.

    Main Methods:

    • Factoring the Padé approximant wide-angle propagation operator into simpler Padé (1, 1) operators.
    • Developing a multistep method where each step is solvable using paraxial-like techniques.
    • Utilizing the tridiagonal form of component steps for transparent boundary condition integration.

    Main Results:

    • The method provides accurate approximations to true Helmholtz propagation.
    • The computational cost is only modestly increased compared to simpler methods.
    • Seamless integration with previously reported transparent boundary conditions is achieved.

    Conclusions:

    • The presented beam-propagation method offers a robust and accurate solution for wave propagation problems.
    • The multistep approach enhances computational efficiency and simplifies implementation.
    • This method is suitable for applications requiring precise Helmholtz propagation modeling.