Jove
Visualize
Contact Us
JoVE
x logofacebook logolinkedin logoyoutube logo
ABOUT JoVE
OverviewLeadershipBlogJoVE Help Center
AUTHORS
Publishing ProcessEditorial BoardScope & PoliciesPeer ReviewFAQSubmit
LIBRARIANS
TestimonialsSubscriptionsAccessResourcesLibrary Advisory BoardFAQ
RESEARCH
JoVE JournalMethods CollectionsJoVE Encyclopedia of ExperimentsArchive
EDUCATION
JoVE CoreJoVE BusinessJoVE Science EducationJoVE Lab ManualFaculty Resource CenterFaculty Site
Terms & Conditions of Use
Privacy Policy
Policies

Related Concept Videos

Castigliano's Theorem: Problem Solving01:14

Castigliano's Theorem: Problem Solving

The deflection of a simply supported beam that carries a central point load can be analyzed using structural mechanics principles, particularly by applying Castigliano's theorem. This theorem relates the displacement at the load application point to the partial derivatives of the strain energy in the structure. The simply supported beam with a point load at its center has symmetric reaction forces at the supports, each bearing half of the load. The bending moment at any point along the beam is...
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...
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...
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...
Reflective Property of Parabolas01:26

Reflective Property of Parabolas

A parabola is a basic type of conic section that results from the intersection of a plane with a double-napped cone in a direction parallel to one of the cone's sides. This U-shaped curve has a distinctive reflective property: all incoming rays parallel to its axis of symmetry are directed toward a single point, known as the focus. This property is widely utilized in optical and communication technologies that require precise signal concentration.In analytic geometry, a parabola is defined as...
Principal Stresses in a Beam01:11

Principal Stresses in a Beam

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...

You might also read

Related Articles

Articles linked to this work by shared authors, journal, and citation graph.

Sort by
Same author

Observing a focused weak shock wave perform a Hilbert transform.

Physical review. E·2026
Same author

4polar3D single molecule imaging of 3D orientation in dense actin networks using ratiometric polarization splitting.

Nature communications·2026
Same author

Farewell and greetings from the outgoing and incoming editors: editorial.

Optics letters·2026
Same author

Geometric phases and coherent states for commensurate bichromatic polarization and astigmatic cavities.

Nanophotonics (Berlin, Germany)·2025
Same author

Sag- and slope-orthogonal bases to characterise nominally rectangular freeform surfaces.

Optics express·2025
Same author

Experimental technique for measuring radial coherence.

Optics express·2025

Related Experiment Video

Updated: Jun 11, 2026

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

Full Poincaré beams.

Amber M Beckley1, Thomas G Brown, Miguel A Alonso

  • 1The Institute of Optics, University of Rochester, Rochester, New York, 14627, USA.

Optics Express
|July 1, 2010
PubMed
Summary

Researchers created fully correlated optical beams spanning the Poincaré sphere using Gaussian and Laguerre-Gauss modes. These beams exhibit predictable rotation, demonstrated experimentally with a stressed window.

Area of Science:

  • Optics and Photonics
  • Quantum Optics
  • Beam Propagation

Background:

  • Poincaré sphere is a key tool for describing light polarization.
  • Laguerre-Gauss modes are essential for structured light.
  • Controlling beam properties is crucial for optical applications.

Purpose of the Study:

  • To explore fully correlated optical beams covering the entire Poincaré sphere.
  • To demonstrate a method for generating such beams.
  • To experimentally verify their unique propagation behavior.

Main Methods:

  • Coaxial superposition of Gaussian and Laguerre-Gauss modes with orthogonal polarizations.
  • Utilizing right and left circular polarizations for full sphere coverage.
  • Experimental generation using a symmetrically stressed window.

More Related Videos

Imaging Plasma Membrane Deformations With pTIRFM
12:28

Imaging Plasma Membrane Deformations With pTIRFM

Published on: April 2, 2014

Measurement of X-ray Beam Coherence along Multiple Directions Using 2-D Checkerboard Phase Grating
10:39

Measurement of X-ray Beam Coherence along Multiple Directions Using 2-D Checkerboard Phase Grating

Published on: October 11, 2016

Related Experiment Videos

Last Updated: Jun 11, 2026

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

Imaging Plasma Membrane Deformations With pTIRFM
12:28

Imaging Plasma Membrane Deformations With pTIRFM

Published on: April 2, 2014

Measurement of X-ray Beam Coherence along Multiple Directions Using 2-D Checkerboard Phase Grating
10:39

Measurement of X-ray Beam Coherence along Multiple Directions Using 2-D Checkerboard Phase Grating

Published on: October 11, 2016

Main Results:

  • Beams span the entire Poincaré sphere, mapping beam features to sphere parallels and meridians.
  • Stereographic mapping achieved when beam waist parameters match.
  • Experimental demonstration confirmed predicted beam rotation through focus.

Conclusions:

  • Fully correlated optical beams offer a novel way to explore light polarization.
  • The stressed window method provides a practical means for generating these beams.
  • Observed beam rotation validates theoretical predictions and opens avenues for optical manipulation.