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

Plastic Behavior01:21

Plastic Behavior

639
A material's elastic behavior is characterized by the disappearance of stress once the load is removed, allowing the material to return to its original state. However, when stress surpasses the yield point, yielding commences, marking the onset of plastic deformation or permanent set. This change from elastic to plastic behavior is influenced by the peak stress value and the duration before the load is removed. An intriguing observation occurs when a specimen is loaded, unloaded, and...
639
Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity01:15

Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity

651
Deformation occurs in axial and transverse directions when an axial load is applied to a slender bar. This deformation impacts the cubic element within the bar, transforming it into either a rectangular parallelepiped or a rhombus, contingent on its orientation. This transformation process induces shearing strain. Axial loading elicits both shearing and normal strains. Applying an axial load instigates equal normal and shearing stresses on elements oriented at a 45° angle to the load axis.
651
Members Made of Elastoplastic Material01:19

Members Made of Elastoplastic Material

441
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...
441
Residual Stresses in Bending01:18

Residual Stresses in Bending

625
In the study of elastoplastic members subjected to bending moments, understanding the loading and unloading phases is crucial for assessing material behavior and structural integrity. During the loading phase, as the bending moment increases, the material initially responds elastically, adhering to Hooke's Law, where stress is directly proportional to strain. When the load exceeds the yield strength, plastic deformation occurs, resulting in permanent strain and deformation that remains even...
625
Deformations in a Transverse Cross Section01:21

Deformations in a Transverse Cross Section

680
When a material is subjected to uniaxial stress, it elongates or contracts in the direction of the applied force, and also undergoes changes in the perpendicular directions. This behavior is crucial for understanding how materials behave under stress and is governed by mechanical properties such as Poisson's ratio v, which measures the ratio of transverse strain to axial strain.
As the material stretches, it expands or contracts in orthogonal directions to the load. This phenomenon varies...
680
Elastic Strain Energy for Shearing Stresses01:20

Elastic Strain Energy for Shearing Stresses

557
As discussed in previous lessons, strain energy in a material is the energy stored when it is elastically deformed, a concept crucial in materials science and mechanical engineering. This energy results from the internal work done against the cohesive forces within the material. When a material undergoes shearing stress and corresponding shearing strain, the strain energy density, which is the energy stored per unit volume, is calculated. Within the elastic limit, where the stress is...
557

You might also read

Related Articles

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

Sort by
Same author

Wavenumber Lock-in in Buckled Elastic Structures: An Analogue to Parametric Instabilities.

Physical review letters·2026
Same author

A multi-centre performance evaluation of a commercially developed liquid biopsy for the earlier detection of brain tumours.

ESMO open·2025
Same author

Elastic Instability behind Brittle Fracture.

Physical review letters·2024
Same author

A neutrally stable shell in a Stokes flow: a rotational Taylor's sheet.

Proceedings. Mathematical, physical, and engineering sciences·2019
Same author

Cracks in Tension-Field Elastic Sheets.

Physical review letters·2018
Same author

Pharmacy Bill.

The Indian medical gazette·2017

Related Experiment Video

Updated: Mar 3, 2026

Biomechanical Characterization of Human Soft Tissues Using Indentation and Tensile Testing
07:07

Biomechanical Characterization of Human Soft Tissues Using Indentation and Tensile Testing

Published on: December 13, 2016

33.1K

Buckling of an Elastic Ridge: Competition between Wrinkles and Creases.

C Lestringant1, C Maurini1, A Lazarus1

  • 1Sorbonne Universités, UPMC Univ Paris 06, CNRS, UMR 7190, Institut d'Alembert, F-75005 Paris, France.

Physical Review Letters
|May 6, 2017
PubMed
Summary

This study explores how soft elastic materials deform when compressed along a ridge-shaped structure. By changing the angle of the ridge, the researchers observed two types of buckling: one with smooth, wave-like patterns and another with sharp creases. They found that the transition between these patterns occurs at a ridge angle of about 90 degrees. Using computer simulations, they confirmed that the critical strain at this angle is 0.44, which marks the start of a specific type of instability. Their findings show that the shape of the material plays a key role in determining how it deforms under stress.

Keywords:
Elastic bucklingSoft material deformationRidge angle effectsCrease instability

Frequently Asked Questions

More Related Videos

Kinematic History of a Salient-recess Junction Explored through a Combined Approach of Field Data and Analog Sandbox Modeling
06:55

Kinematic History of a Salient-recess Junction Explored through a Combined Approach of Field Data and Analog Sandbox Modeling

Published on: August 5, 2016

8.6K
Quantification of Strain in a Porcine Model of Skin Expansion Using Multi-View Stereo and Isogeometric Kinematics
14:14

Quantification of Strain in a Porcine Model of Skin Expansion Using Multi-View Stereo and Isogeometric Kinematics

Published on: April 16, 2017

12.0K

Related Experiment Videos

Last Updated: Mar 3, 2026

Biomechanical Characterization of Human Soft Tissues Using Indentation and Tensile Testing
07:07

Biomechanical Characterization of Human Soft Tissues Using Indentation and Tensile Testing

Published on: December 13, 2016

33.1K
Kinematic History of a Salient-recess Junction Explored through a Combined Approach of Field Data and Analog Sandbox Modeling
06:55

Kinematic History of a Salient-recess Junction Explored through a Combined Approach of Field Data and Analog Sandbox Modeling

Published on: August 5, 2016

8.6K
Quantification of Strain in a Porcine Model of Skin Expansion Using Multi-View Stereo and Isogeometric Kinematics
14:14

Quantification of Strain in a Porcine Model of Skin Expansion Using Multi-View Stereo and Isogeometric Kinematics

Published on: April 16, 2017

12.0K

Area of Science:

  • Mechanical engineering of soft materials
  • Nonlinear elasticity in deformable solids

Background:

Previous studies have explored how soft elastic materials deform under compression. These investigations often focus on planar surfaces and highlight the role of scale invariance in forming crease patterns. However, the behavior of elastic buckling in non-planar geometries, such as ridges, remains less understood. Established knowledge includes the observation of localized deformations like wrinkles and creases in soft solids. The role of geometry in influencing buckling modes has not been fully resolved. This uncertainty motivated researchers to examine how ridge angles affect buckling behavior. No prior work had resolved the transition between sinusoidal and crease-dominated buckling in ridge geometries. The lack of a clear threshold for this transition represents a knowledge gap. Understanding how ridge angles influence deformation modes could improve design in soft robotics and flexible electronics. This study aims to clarify the conditions under which different buckling patterns emerge.

Purpose Of The Study:

This study aims to determine how ridge angles influence buckling modes in soft elastic prisms. The researchers sought to identify the critical angle at which buckling transitions from sinusoidal to crease-dominated. They also aimed to validate numerical predictions against experimental observations. The motivation stems from the need to understand how geometry affects localized deformations in soft materials. The study focuses on a triangular prism bonded to a rigid substrate under axial compression. The goal is to clarify the mechanical conditions leading to different buckling patterns. The researchers wanted to test whether scale invariance alone determines buckling behavior. This work contributes to the broader field of nonlinear elasticity and soft material mechanics.

Main Methods:

The researchers used a triangular prism made of a soft elastomer bonded to a rigid slab. Axial compression was applied to induce buckling along the free ridge. Two buckling modes were observed: sinusoidal and crease-dominated. Experiments involved varying ridge angles and measuring deformation responses. A finite-element method was employed for numerical linear stability analysis. The simulations predicted the onset of sinusoidal buckling for angles below 90 degrees. Critical strain values were calculated for different ridge angles. The transition angle was determined by comparing experimental and numerical results.

Main Results:

The study found that buckling modes depend on ridge angles. For angles below 90 degrees, a sinusoidal buckling pattern was observed. Above 90 degrees, a series of creases formed along the ridge. The transition occurred at a critical angle of approximately 90 degrees. Numerical simulations matched experimental observations for angles below this threshold. The critical strain at the transition point was 0.44. This value corresponds to the onset of subcritical surface creasing instability. The results show that scale invariance is not sufficient for localization. The study reveals that geometry plays a key role in determining buckling patterns.

Conclusions:

The authors conclude that ridge angles significantly influence buckling behavior in soft elastic prisms. The transition from sinusoidal to crease-dominated buckling occurs at a critical angle of about 90 degrees. Numerical simulations confirmed the experimental findings for angles below this threshold. The critical strain at the transition point was 0.44, matching the onset of subcritical instability. The study shows that scale invariance alone does not determine localization. Geometry plays a crucial role in shaping buckling patterns. The findings provide a new perspective on elastic ridge buckling. These results may inform the design of soft materials with controlled deformation behaviors.

The buckling mode depends on the ridge angle. For angles below 90°, wrinkles form; above 90°, creases dominate.

At 90°, the buckling mode transitions from sinusoidal to crease-dominated, as predicted by the critical strain of 0.44.

They applied axial compression to a soft prism and observed deformation patterns at different ridge angles.

The method predicted the onset of sinusoidal buckling and matched experimental results for angles below 90°.

The critical strain is 0.44, which marks the threshold for subcritical surface creasing instability.

It shows that scale invariance alone is not sufficient for localization; geometry also plays a key role.