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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...
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...
Distribution of Stresses in a Narrow Rectangular Beam01:11

Distribution of Stresses in a Narrow Rectangular Beam

In studying beam stress distribution, examining an elemental section is essential. To determine the average shearing stress on this face, the calculated shear is divided by the surface area. Importantly, shearing stresses on the beam's transverse and horizontal planes mirror each other, indicating a consistent stress distribution along the upper region of the beam. Notably, shearing stresses are absent at the beam's upper and lower surfaces due to the absence of applied forces in these areas.
Distributed Loads: Problem Solving01:21

Distributed Loads: Problem Solving

Beams are structural elements commonly employed in engineering applications requiring different load-carrying capacities. The first step in analyzing a beam under a distributed load is to simplify the problem by dividing the load into smaller regions, which allows one to consider each region separately and calculate the magnitude of the equivalent resultant load acting on each portion of the beam. The magnitude of the equivalent resultant load for each region can be determined by calculating...
Bewley Lattice Diagram01:12

Bewley Lattice Diagram

The Bewley lattice diagram, developed by L. V. Bewley, effectively organizes the reflections occurring during transmission-line transients. It visually represents how voltage waves propagate and reflect within a transmission line, making it easier to understand the complex interactions that occur.
Elastic Curve from the Load Distribution01:16

Elastic Curve from the Load Distribution

The structural behavior of beams under distributed loads is critical for engineering analysis, which focuses on predicting how beams bend and react under such conditions. Different types of beams (e.g., cantilever, supported, or overhanging) behave differently under distributed load conditions.
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Related Experiment Video

Updated: Jun 5, 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

Iterative nonlinear beam propagation using Hamiltonian ray tracing and Wigner distribution function.

Hanhong Gao1, Lei Tian, Baile Zhang

  • 1Department of Electrical Engineering and Computer Science, Massachusetts Institute of Technology, 77 Massachusetts Avenue, Cambridge, Massachusetts 02139, USA. gaohh87@mit.edu

Optics Letters
|December 18, 2010
PubMed
Summary
This summary is machine-generated.

We developed an iterative Hamiltonian ray tracing method to simulate nonlinear beam propagation. This approach offers intuitive optical engineering interpretations and matches split-step methods for accuracy.

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Characterization of SiN Integrated Optical Phased Arrays on a Wafer-Scale Test Station
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Last Updated: Jun 5, 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

Characterization of SiN Integrated Optical Phased Arrays on a Wafer-Scale Test Station
05:57

Characterization of SiN Integrated Optical Phased Arrays on a Wafer-Scale Test Station

Published on: April 1, 2020

Area of Science:

  • Nonlinear optics
  • Computational physics
  • Optical engineering

Background:

  • Simulating beam propagation in nonlinear media is crucial for understanding light-matter interactions.
  • Traditional methods like split-step beam propagation can be computationally intensive.
  • Interpreting simulation results in traditional optical engineering terms remains a challenge.

Purpose of the Study:

  • To present an iterative Hamiltonian ray tracing method for simulating beam propagation in nonlinear media.
  • To demonstrate the method's applicability to phenomena like self-focusing and spatial solitons.
  • To highlight the interpretability of ray tracing in optical engineering terms.

Main Methods:

  • Computing the Wigner distribution function at the entrance plane.
  • Using the Wigner distribution function as initial conditions for solving Hamiltonian equations.
  • Iterative simulation of beam propagation in Kerr-effect media.

Main Results:

  • The method accurately simulates periodic self-focusing, spatial solitons, and Gaussian-Schell model beams.
  • Simulation results show good agreement with the established split-step beam propagation method.
  • The Hamiltonian ray tracing approach provides intuitive ray diagrams.

Conclusions:

  • Hamiltonian ray tracing is a viable and accurate method for simulating nonlinear beam propagation.
  • The method offers advantages in interpretability, aligning with traditional optical engineering concepts.
  • This technique enhances the understanding of complex nonlinear optical phenomena.