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

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...
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.
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments. Initially, this...
Prismatic Beams: Problem Solving01:15

Prismatic Beams: Problem Solving

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 designer...
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...
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...

You might also read

Related Articles

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

Sort by
Same author

Induction of mammalian DNA topoisomerase I mediated DNA cleavage by antitumor indolocarbazole derivatives.

Biochemistry·1992
Same author

[Experimental study on platelet activating factor and systemic circulatory failure caused by ischemic liver].

Nihon Geka Gakkai zasshi·1992
Same author

Induction of topoisomerase II-mediated DNA cleavage by the plant naphthoquinones plumbagin and shikonin.

Antimicrobial agents and chemotherapy·1992
Same author

Microencapsulated islets in agarose gel as bioartificial pancreas for discordant xenotransplantation.

Transplantation proceedings·1992
Same author

[The surgical treatment for the Stanford type A aortic dissection].

[Zasshi] [Journal]. Nihon Kyobu Geka Gakkai·1992
Same author

Charcot-Marie-Tooth disease with diaphragmatic weakness.

Internal medicine (Tokyo, Japan)·1992

Related Experiment Video

Updated: Jun 19, 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

Wide-angle propagating beam analysis based on the generalized Douglas scheme for variable coefficients.

J Yamauchi, J Shibayama, H Nakano

    Optics Letters
    |October 27, 2009
    PubMed
    Summary

    A new Douglas scheme improves finite-difference beam-propagation method (FD-BPM) accuracy for wide-angle beam propagation analysis. This enhanced method reduces transverse truncation error, leading to more precise simulations of tilted waveguides.

    More Related Videos

    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 19, 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

    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

    Area of Science:

    • Computational electromagnetics
    • Wave optics simulation
    • Numerical methods for wave propagation

    Background:

    • The finite-difference beam-propagation method (FD-BPM) is crucial for simulating optical waveguide behavior.
    • Conventional FD-BPM schemes often face limitations in accuracy, particularly for wide-angle beam propagation.
    • Improving the precision of these simulations is essential for designing advanced optical devices.

    Purpose of the Study:

    • To introduce and evaluate a generalized Douglas scheme for the FD-BPM.
    • To analyze the truncation error in the transverse direction of the proposed scheme.
    • To assess the accuracy of the scheme by examining propagation errors in a tilted waveguide model.

    Main Methods:

    • Application of the generalized Douglas scheme with a (1, 1) Padé approximant operator.
    • Finite-difference beam-propagation method (FD-BPM) implementation.
    • Analysis of transverse truncation error, specifically O(Deltax)(4).
    • Investigation of fundamental mode propagation error in a 2D tilted waveguide using coupling efficiency.

    Main Results:

    • The generalized Douglas scheme achieves a truncation error of O(Deltax)(4) in the transverse direction.
    • The proposed scheme demonstrates improved accuracy in simulating the fundamental mode propagation in a tilted waveguide.
    • Coupling efficiency analysis confirms enhanced precision compared to conventional FD-BPM.

    Conclusions:

    • The generalized Douglas scheme offers a significant improvement for FD-BPM accuracy.
    • This enhanced scheme is particularly beneficial for the analysis of wide-angle beam propagation.
    • The findings contribute to more reliable optical waveguide simulations and device design.