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相关概念视频

Deflection of a Beam01:19

Deflection of a Beam

222
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...
222
Shear on the Horizontal Face of a Beam Element01:16

Shear on the Horizontal Face of a Beam Element

144
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...
144
Beams with Symmetric Loadings01:15

Beams with Symmetric Loadings

175
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...
175
Prismatic Beams: Problem Solving01:15

Prismatic Beams: Problem Solving

100
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...
100
Beams with Unsymmetric Loadings01:17

Beams with Unsymmetric Loadings

108
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.
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
108
Plane Electromagnetic Waves II01:29

Plane Electromagnetic Waves II

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Consider a plane wavefront traveling in position x-direction with a constant speed. This wavefront can be utilized to obtain the relationship between electric and magnetic fields with the help of Faraday's law.
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Demonstration of Equal-Intensity Beam Generation by Dielectric Metasurfaces
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对于动态调节的矢量束的Moiré元表面.

Changke Bu, Wen Xing, Wenjing Yue

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    此摘要是机器生成的。

    研究人员开发了一种新方法,使用Moiré超表面动态调整矢量束 (VB) 极化顺序. 这一突破在元光学和光学应用中提供了可重新配置的功能.

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    科学领域:

    • 光子学是指光子学的使用方法.
    • 超光学是一种超光学.
    • 光学工程是指光学工程.

    背景情况:

    • 矢量束 (VB) 具有空间不均的极化,在光子学中提供了显著的潜力.
    • 目前基于超表面的VB操纵往往缺乏对极化顺序的动态控制.

    研究的目的:

    • 提出和验证一种通用和简单的方法来动态调整矢量束的偏振顺序.
    • 在元光学中展示可重新配置的功能.

    主要方法:

    • 使用基于的Moiré超表面在可见波段工作.
    • 利用Moiré效应的连续相调性来定制聚焦束的拓负荷.
    • 嵌入式几何相,以产生两条具有相反拓电荷的旋束.

    主要成果:

    • 通过在线性极化发生下叠加两个束,成功生成了具有动态调节的极化顺序的向量束 (VB).
    • 通过超表面旋转证明了VB极化顺序的动态调整.
    • 在可见光谱带中验证了该方法.

    结论:

    • 拟议的方法为矢量束极化顺序的动态控制提供了一种新的方法.
    • 这种技术为可重新配置的元光学和先进的光子设备开辟了有前途的道路.