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

Statically Indeterminate Problem Solving01:16

Statically Indeterminate Problem Solving

374
Statically indeterminate problems are those where statics alone can not determine the internal forces or reactions. Consider a structure comprising two cylindrical rods made of steel and brass. These rods are joined at point B and restrained by rigid supports at points A and C. Now, the reactions at points A and C and the deflection at point B are to be determined. This rod structure is classified as statically indeterminate as the structure has more supports than are necessary for maintaining...
374
Internal Loadings in Structural Members: Problem Solving01:28

Internal Loadings in Structural Members: Problem Solving

1.3K
When designing or analyzing a structural member, it is important to consider the internal loadings developed within the member. These internal loadings include normal force, shear force, and bending moment. Engineers can ensure that the structural member can support the applied external forces by calculating these internal loadings.
To illustrate this, let's consider a beam OC of 5 kN, inclined at an angle of 53.13° with the horizontal and supported at both ends. Determine the internal...
1.3K
Problem Solving in Statics01:28

Problem Solving in Statics

567
Problem-solving in statics is a crucial aspect of engineering and physics that involves resolving issues associated with bodies in a state of equilibrium. In most cases, problem-solving requires several steps to achieve an accurate result. These steps are crucial to ensuring that the solution is accurate and practical.
The physical situation and mathematical modeling must be considered; however, it is challenging to represent all physical situations using mathematical modeling. With the help of...
567
Distributed Loads: Problem Solving01:21

Distributed Loads: Problem Solving

637
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...
637
Shearing Stresses in a Beam: Problem Solving01:14

Shearing Stresses in a Beam: Problem Solving

176
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...
176
Indeterminate Structure01:18

Indeterminate Structure

526
Indeterminate structures refer to structures where internal forces and reactions cannot be determined using only the equations of static equilibrium.  Indeterminate structures have more unknown forces and reaction forces than equations of static equilibrium that can be used to determine them. Indeterminate structures are often used in engineering to create complex, efficient, and aesthetically pleasing structures. There are various types of indeterminate structures used in engineering and...
526

You might also read

Related Articles

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

Sort by
Same author

A mathematical framework for the analysis and comparison of contact detection methods for ellipses and ellipsoids.

Computational particle mechanics·2022
Same author

Bayesian calibration, validation, and uncertainty quantification of diffuse interface models of tumor growth.

Journal of mathematical biology·2012
See all related articles

Related Experiment Video

Updated: Jun 19, 2025

Author Spotlight: Streamlining Visual Dynamics to Simplify Molecular Dynamics Simulations Using Gromacs
05:00

Author Spotlight: Streamlining Visual Dynamics to Simplify Molecular Dynamics Simulations Using Gromacs

Published on: August 9, 2024

1.2K

An efficient PGD solver for structural dynamics applications.

Clément Vella1, Pierre Gosselet1, Serge Prudhomme2

  • 1UMR 9013, CNRS, Centrale Lille, LaMcube - Univ. Lille, 59000 Lille, France.

Advanced Modeling and Simulation in Engineering Sciences
|July 26, 2024
PubMed
Summary

This study introduces an efficient Proper Generalized Decomposition (PGD) solver for reduced-order modeling in linear elastodynamics. The new method accelerates simulations of 3D structures by combining PGD with modal decomposition techniques.

Keywords:
Hamiltonian formulationModel reductionProper Generalized DecompositionRitz PairsSymplectic structure

More Related Videos

Electrospun Fibrous Scaffolds of Polyglycerol-dodecanedioate for Engineering Neural Tissues From Mouse Embryonic Stem Cells
08:03

Electrospun Fibrous Scaffolds of Polyglycerol-dodecanedioate for Engineering Neural Tissues From Mouse Embryonic Stem Cells

Published on: June 18, 2014

10.9K
Structural Design and Manufacturing of a Cruiser Class Solar Vehicle
14:57

Structural Design and Manufacturing of a Cruiser Class Solar Vehicle

Published on: January 30, 2019

13.8K

Related Experiment Videos

Last Updated: Jun 19, 2025

Author Spotlight: Streamlining Visual Dynamics to Simplify Molecular Dynamics Simulations Using Gromacs
05:00

Author Spotlight: Streamlining Visual Dynamics to Simplify Molecular Dynamics Simulations Using Gromacs

Published on: August 9, 2024

1.2K
Electrospun Fibrous Scaffolds of Polyglycerol-dodecanedioate for Engineering Neural Tissues From Mouse Embryonic Stem Cells
08:03

Electrospun Fibrous Scaffolds of Polyglycerol-dodecanedioate for Engineering Neural Tissues From Mouse Embryonic Stem Cells

Published on: June 18, 2014

10.9K
Structural Design and Manufacturing of a Cruiser Class Solar Vehicle
14:57

Structural Design and Manufacturing of a Cruiser Class Solar Vehicle

Published on: January 30, 2019

13.8K

Area of Science:

  • Computational Mechanics
  • Numerical Analysis
  • Solid Mechanics

Background:

  • Reduced-order modeling (ROM) is crucial for efficient simulation of complex systems.
  • Existing Proper Generalized Decomposition (PGD) solvers for elastodynamics can be computationally intensive.
  • Hamiltonian formalism has been previously used for PGD-based ROM.

Purpose of the Study:

  • To develop a more computationally efficient PGD solver for linear elastodynamic problems.
  • To enhance the performance of existing PGD solvers by accelerating the fixed-point iteration.
  • To demonstrate the accuracy, efficiency, and scalability of the proposed solver.

Main Methods:

  • Implementation of a hybrid solver combining Proper Generalized Decomposition (PGD) and Modal Decomposition.
  • Incorporation of Aitken's delta-squared process for accelerated convergence.
  • Application of mode-orthogonalization techniques to ensure algorithmic stability.
  • Validation through dynamic simulation of a three-dimensional structure.

Main Results:

  • The proposed solver significantly accelerates the fixed-point iteration algorithm.
  • Numerical results demonstrate high accuracy in reduced-order modeling (ROM).
  • The solver exhibits improved time complexity and scalability compared to conventional methods.

Conclusions:

  • The novel PGD solver offers enhanced computational efficiency for linear elastodynamics.
  • The hybrid approach effectively balances accuracy and speed for dynamic simulations.
  • This method provides a robust and scalable solution for analyzing 3D structures.