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

Unsymmetric Loading of Thin-Walled Members01:23

Unsymmetric Loading of Thin-Walled Members

172
Thin-walled members with non-symmetrical cross-sections are vital to engineering structures, offering material efficiency and structural integrity. However, unsymmetrical loading on these members leads to complex stress distributions, resulting in simultaneous bending and twisting can cause deformation or structural failure. The interaction between bending and twisting requires detailed analysis to ensure structural resilience.
The concept of the shear center is crucial in countering the...
172
Unsymmetric Loading of Thin-Walled Members: Problem Solving01:07

Unsymmetric Loading of Thin-Walled Members: Problem Solving

209
The shear center of a channel section with uniform thickness, height, and width, is determined by computing the shear force in the member and calculating the moments of inertia of the sections.
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
Next, calculate the moments of...
209
Thin-Walled Hollow Shafts01:15

Thin-Walled Hollow Shafts

283
In analyzing a thin-walled hollow shaft subjected to torsional loading, a segment with width dx is isolated for examination. Despite its equilibrium state, this segment faces torsional shearing forces at its ends. These forces are quantitatively described by the product of the longitudinal shearing stress on the segment's minor surface and the area of this surface, leading to the concept of shear flow. This shear flow is consistent throughout the structure, indicating a uniform distribution...
283
Euler's Formula for Pin-Ended Columns01:21

Euler's Formula for Pin-Ended Columns

434
In structural engineering, the stability of columns under compressive axial loads is a critical consideration, described as buckling. A typical example involves a column PQ, which is pin-connected at both ends and subjected to a centric axial load F applied at one end, with a reaction force of F' = -F at the other end. Here, it is crucial to understand that when an applied load exceeds the critical load, buckling occurs as the system becomes unstable.
To calculate the critical load,...
434
Fluid Pressure over Flat Plate of Variable Width01:02

Fluid Pressure over Flat Plate of Variable Width

1.8K
When a flat plate is submerged in a fluid, the fluid exerts pressure on the plate. This pressure can lead to many different phenomena, including drag and buoyancy. To understand the behavior of the fluid over a flat plate of variable width, it is essential to analyze the distribution of the pressure exerted.
The pressure distribution on the plate can be calculated by determining the force that acts on a differential area strip of the plate. Thus, the magnitude of the force is equal to the...
1.8K
Members Made of Elastoplastic Material01:19

Members Made of Elastoplastic Material

188
The behavior of elastoplastic materials under bending stresses, particularly in structural members with rectangular cross-sections, is crucial for predicting material responses and understanding failure modes. Initially, when a bending moment is applied, the stress distribution across the section follows Hooke's Law and is linear and elastic. This distribution means the stress increases from the neutral axis to the maximum at the outer fibers, up to the elastic limit.
As the bending moment...
188

You might also read

Related Articles

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

Sort by
Same author

Prevalence of complications and comorbidities associated with obesity: a health insurance claims analysis.

BMC public health·2025
Same author

Lineage-specific patterns in the Moraceae family allow identification of convergent P450 enzymes involved in furanocoumarin biosynthesis.

The New phytologist·2025
Same author

Transcriptomic resources for Bagrada hilaris (Burmeister), a widespread invasive pest of Brassicales.

PloS one·2024
Same author

Genomic, transcriptomic, and metabolomic analyses reveal convergent evolution of oxime biosynthesis in Darwin's orchid.

Molecular plant·2024
Same author

Sequence diversity in the monooxygenases involved in oxime production in plant defense and signaling: a conservative revision in the nomenclature of the highly complex CYP79 family.

The Plant journal : for cell and molecular biology·2024
Same author

Cytochromes P450 evolution in the plant terrestrialization context.

Philosophical transactions of the Royal Society of London. Series B, Biological sciences·2024

Related Experiment Video

Updated: Oct 9, 2025

Finite Element Modeling for the Simulation of the Quasi-Static Compression of Corrugated Tapered Tubes
06:34

Finite Element Modeling for the Simulation of the Quasi-Static Compression of Corrugated Tapered Tubes

Published on: January 6, 2023

1.9K

Thermalized buckling of isotropically compressed thin sheets.

Suraj Shankar1, David R Nelson1,2

  • 1Department of Physics, Harvard University, Cambridge, Massachusetts 02138, USA.

Physical Review. E
|December 24, 2021
PubMed
Summary

Thermal fluctuations alter buckling in ultrathin elastic sheets. This study reveals novel interactions and distinct critical behaviors under different boundary conditions, impacting nanomaterial manipulation.

More Related Videos

Knowledge Based Cloud FE Simulation of Sheet Metal Forming Processes
11:05

Knowledge Based Cloud FE Simulation of Sheet Metal Forming Processes

Published on: December 13, 2016

12.3K
Conducting Elevated Temperature Normal and Combined Pressure-Shear Plate Impact Experiments Via a Breech-end Sabot Heater System
10:52

Conducting Elevated Temperature Normal and Combined Pressure-Shear Plate Impact Experiments Via a Breech-end Sabot Heater System

Published on: August 7, 2018

8.7K

Related Experiment Videos

Last Updated: Oct 9, 2025

Finite Element Modeling for the Simulation of the Quasi-Static Compression of Corrugated Tapered Tubes
06:34

Finite Element Modeling for the Simulation of the Quasi-Static Compression of Corrugated Tapered Tubes

Published on: January 6, 2023

1.9K
Knowledge Based Cloud FE Simulation of Sheet Metal Forming Processes
11:05

Knowledge Based Cloud FE Simulation of Sheet Metal Forming Processes

Published on: December 13, 2016

12.3K
Conducting Elevated Temperature Normal and Combined Pressure-Shear Plate Impact Experiments Via a Breech-end Sabot Heater System
10:52

Conducting Elevated Temperature Normal and Combined Pressure-Shear Plate Impact Experiments Via a Breech-end Sabot Heater System

Published on: August 7, 2018

8.7K

Area of Science:

  • Mechanics of Materials
  • Statistical Physics
  • Nanotechnology

Background:

  • Buckling is a common mechanical instability in thin elastic sheets across various scales.
  • Thermal fluctuations significantly influence mechanical instabilities in atomically thin membranes like graphene.

Purpose of the Study:

  • Investigate the combined effects of boundary conditions, nonlinear mechanics, and thermal fluctuations on the buckling of confined thin sheets under isotropic compression.
  • Identify distinct mechanical ensembles and their impact on buckling behavior.

Main Methods:

  • Analysis of two mechanical ensembles: constant strain (isometric) and constant stress (isotensional).
  • Application of renormalization group theory to describe thermalized buckling.
  • Formulation of a scaling theory for buckling as a phase transition.

Main Results:

  • Discovered a novel long-ranged nonlinear interaction in the isometric ensemble due to boundary conditions.
  • Identified two distinct universality classes for thermalized buckling, exhibiting Fisher-renormalized critical exponents.
  • Developed a scaling theory describing buckling as a phase transition with a size-dependent critical point.

Conclusions:

  • Boundary conditions, nonlinear mechanics, and thermal fluctuations critically control buckling in confined thin sheets.
  • The findings offer insights into the mechanical manipulation of ultrathin nanomaterials and their unique phase transitions.