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Related Concept Videos

Deflection of a Beam01:19

Deflection of a Beam

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

Shear on the Horizontal Face of a Beam Element

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 first...
Beams with Unsymmetric Loadings01:17

Beams with Unsymmetric Loadings

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...
Beams with Symmetric Loadings01:15

Beams with Symmetric Loadings

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...
Shearing Stresses in a Beam: Problem Solving01:14

Shearing Stresses in a Beam: Problem Solving

A cantilever beam with a rectangular cross-section under distributed and point loads experiences shearing stresses. The analysis begins by identifying the loads acting on the beam. Then, the reactions at the beam's fixed end are calculated using equilibrium equations. The vertical reaction is a combination of the distributed and point loads, while the moment reaction is the sum of their moments. The shear force distribution along the beam, resulting from these loads, is established by creating...
Impact Loading on a Cantilever Beam01:13

Impact Loading on a Cantilever Beam

The analysis of a cantilever beam with a circular cross-section subjected to impact loading at its free end illustrates the conversion of potential energy from a dropped object into kinetic energy, which is then absorbed by the beam as strain energy. This process is crucial for understanding how materials behave under dynamic loads, which is important in fields such as construction and aerospace.
When an object is dropped onto the free end of a cantilever, its potential energy due to gravity is...

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Common path interferometer based on second harmonic generation.

Applied optics·1985
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Related Experiment Video

Updated: Jun 9, 2026

Fabrication of a Low-Cost, Fiber-Coupled, and Air-Spaced Fabry-Pérot Etalon
07:22

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Published on: February 3, 2023

Wedged plate beam splitter without ghost reflections.

T W Liepmann

    Applied Optics
    |August 25, 2010
    PubMed
    Summary
    This summary is machine-generated.

    A novel wedged plate beam splitter eliminates external ghost reflections. This optical component

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    Published on: August 12, 2013

    Area of Science:

    • Optics and Photonics
    • Optical Engineering

    Background:

    • Beam splitters are crucial optical components in various scientific and industrial applications.
    • Traditional beam splitters can suffer from unwanted external ghost reflections, degrading system performance.
    • Minimizing or eliminating these reflections is essential for high-precision optical systems.

    Purpose of the Study:

    • To introduce and describe a novel wedged plate beam splitter design.
    • To present the theoretical framework and design equations for this new beam splitter.
    • To validate the performance of the proposed design through laboratory testing.

    Main Methods:

    • Development of a theoretical model for a wedged plate beam splitter.
    • Derivation of design equations governing the optical performance.
    • Experimental setup and testing of a prototype wedged plate beam splitter.

    Main Results:

    • The proposed wedged plate beam splitter effectively eliminates external ghost reflections.
    • Laboratory tests confirm the theoretical predictions and design specifications.
    • The device demonstrates high optical performance without parasitic reflections.

    Conclusions:

    • The novel wedged plate beam splitter offers a practical solution for eliminating ghost reflections.
    • This design has significant implications for advanced optical systems requiring high fidelity.
    • Further research can explore variations and applications of this ghost-reflection-free beam splitter.