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Related Concept Videos

Beams01:30

Beams

1.9K
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.
Based on geometry, beams can be straight, tapered, or curved. Straight beams are the most common type and have a constant cross-section throughout their length. Tapered beams, on the other hand, have a varying cross-section along...
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Deflection of a Beam01:19

Deflection of a Beam

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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.
Singularity functions, described in an earlier lesson, are powerful mathematical tools that represent discontinuities within a function commonly encountered in structural loading...
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Prismatic Beams: Problem Solving01:15

Prismatic Beams: Problem Solving

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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...
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Principal Stresses in a Beam01:11

Principal Stresses in a Beam

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In prismatic beams subject to arbitrary transverse loading, It is essential to analyze the interaction between shear forces and bending moments in order to understand stress distribution and ensure structural integrity. The highest normal or bending stress occurs at the outer fibers of the beam, decreasing linearly to zero at the neutral axis. In contrast, shear stress peaks at the neutral axis and diminishes toward the outer surfaces.
Analyzing principal stresses is crucial, especially in...
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Beams with Symmetric Loadings01:15

Beams with Symmetric Loadings

436
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.
The M/EI...
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Beams with Unsymmetric Loadings01:17

Beams with Unsymmetric Loadings

450
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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Related Experiment Video

Updated: Feb 15, 2026

The Generation of Higher-order Laguerre-Gauss Optical Beams for High-precision Interferometry
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Hyperbolic accelerating beams and their relation with Hermite-Gaussian beams.

Chaohong Huang, Hanqing Li, Jianfeng Wu

    Journal of the Optical Society of America. A, Optics, Image Science, and Vision
    |February 6, 2018
    PubMed
    Summary

    We introduce hyperbolic accelerating beams, a broader category than Hermite-Gaussian beams, with unique trajectories. These beams offer clearer geometrical insights into light propagation and beam structure.

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    Area of Science:

    • Optics and Photonics
    • Mathematical Physics

    Background:

    • Hermite-Gaussian beams are fundamental in optics, but their complex amplitude expressions offer limited geometrical insight.
    • Designing beams with specific trajectories, like hyperbolic paths, is crucial for advanced optical applications.

    Purpose of the Study:

    • To derive initial distributions for accelerating beams with hyperbolic trajectories.
    • To explore the relationship between these novel beams and established Hermite-Gaussian beams.
    • To gain clearer geometrical insights into beam propagation and structure.

    Main Methods:

    • Utilizing the caustic-design method to determine phase and complex amplitude distributions.
    • Analyzing the ray-based method to understand beam propagation characteristics.
    • Deriving approximate expressions for the initial complex amplitude of Hermite-Gaussian beams.

    Main Results:

    • Hyperbolic accelerating beams represent a more extensive class than Hermite-Gaussian beams.
    • When the bending parameter is an integer, these beams exhibit similar initial distributions and propagation to Hermite-Gaussian beams.
    • Approximate complex amplitude expressions reveal local amplitude, wave vector, and ray structure, including caustics.

    Conclusions:

    • Hyperbolic accelerating beams offer a generalized framework for understanding beam behavior.
    • The derived expressions enhance geometrical interpretation of beam properties.
    • This work expands the understanding of optical beam characteristics and design possibilities.