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

Method of Sections: Problem Solving I01:27

Method of Sections: Problem Solving I

561
Consider a symmetrical roof truss structure, composed of vertical, diagonal, and horizontal members. The length of each horizontal member is 4 m. The lengths of the vertical members FB and HD are 4 m, while the length of member GC is 6 m. The loads acting at joints F, G, and H are 2 kN, while those at joints A and E are 1 kN.
561
Method of Sections: Problem Solving II01:30

Method of Sections: Problem Solving II

999
Consider an arbitrary truss structure composed of diagonal, vertical, and horizontal members fixed to the wall. To calculate the force acting on members CB, GB, and GH, method of sections can be used. The loads and lengths of the horizontal and vertical members are known parameters, as shown in the figure.
999
Method of Joints: Problem Solving II01:30

Method of Joints: Problem Solving II

581
Consider a truss structure with frictionless joints fixed to a wall and roller support. If a force of 150 N is applied to joint A, the forces in each member of the truss can be determined using the method of joints.
581
Plastic Deformations of Members with a Single Plane of Symmetry01:21

Plastic Deformations of Members with a Single Plane of Symmetry

90
When a structural member undergoes plastic deformation due to bending, it is crucial to understand the position of the neutral axis and the stress distribution. This member, characterized by a single plane of symmetry, exhibits a uniform stress distribution, with negative stress above the neutral axis and positive stress below. Notably, the neutral axis does not align with the centroid of the cross-section. This misalignment is typical in cases where the cross-section is not rectangular or...
90
Method of Sections01:30

Method of Sections

652
Consider a truss structure, as shown in the figure.
652
Three-Dimensional Analysis of Strain01:29

Three-Dimensional Analysis of Strain

217
Three-dimensional strain analysis is crucial for understanding how materials deform under stress, particularly in elastic, homogeneous materials. This method employs principal stress axes to simplify complex stress states into more understandable forms. Subjected to stress, a small cubic element within a material either expands or contracts along these axes, transforming into a rectangular parallelepiped. This transformation effectively illustrates the material's deformation. The principal...
217

You might also read

Related Articles

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

Sort by
Same author

Surface nematic uniformity.

Physical review. E·2026
Same author

Correction: Pure measures of bending for soft plates.

Soft matter·2023
Same author

Pure measures of bending for soft plates.

Soft matter·2023
Same author

A Ribbon Model for Nematic Polymer Networks.

Journal Of Elasticity·2023
Same author

Paradoxes for chromonic liquid crystal droplets.

Physical review. E·2022
Same author

Shape bistability in 2D chromonic droplets.

Journal of physics. Condensed matter : an Institute of Physics journal·2021

Related Experiment Video

Updated: Jul 5, 2025

Installation Method to Enhance Quality Control for Fiber Reinforced Polymer Spike Anchors
06:21

Installation Method to Enhance Quality Control for Fiber Reinforced Polymer Spike Anchors

Published on: April 10, 2018

7.1K

Geometric method to determine planar anchoring strength for chromonics.

Silvia Paparini1, Epifanio G Virga1

  • 1Department of Mathematics, University of Pavia, Via Ferrata 5, 27100 Pavia, Italy.

Physical Review. E
|January 20, 2024
PubMed
Summary

This study introduces a geometric method to measure the planar anchoring strength of chromonic liquid crystals. The technique analyzes the equilibrium shapes of droplets, like bâtonnets, discoids, and tactoids, revealing insights into their behavior.

More Related Videos

Treatment of Ligament Constructs with Exercise-conditioned Serum: A Translational Tissue Engineering Model
08:03

Treatment of Ligament Constructs with Exercise-conditioned Serum: A Translational Tissue Engineering Model

Published on: June 11, 2017

13.6K
An Improved Mechanical Testing Method to Assess Bone-implant Anchorage
11:51

An Improved Mechanical Testing Method to Assess Bone-implant Anchorage

Published on: February 10, 2014

15.5K

Related Experiment Videos

Last Updated: Jul 5, 2025

Installation Method to Enhance Quality Control for Fiber Reinforced Polymer Spike Anchors
06:21

Installation Method to Enhance Quality Control for Fiber Reinforced Polymer Spike Anchors

Published on: April 10, 2018

7.1K
Treatment of Ligament Constructs with Exercise-conditioned Serum: A Translational Tissue Engineering Model
08:03

Treatment of Ligament Constructs with Exercise-conditioned Serum: A Translational Tissue Engineering Model

Published on: June 11, 2017

13.6K
An Improved Mechanical Testing Method to Assess Bone-implant Anchorage
11:51

An Improved Mechanical Testing Method to Assess Bone-implant Anchorage

Published on: February 10, 2014

15.5K

Area of Science:

  • Materials Science
  • Soft Matter Physics

Background:

  • Chromonic liquid crystals are lyotropic materials known for half a century.
  • Recent interest stems from their potential applications in life sciences.
  • Characterizing elastic constants and anchoring strengths is crucial for these applications.

Purpose of the Study:

  • To present a novel geometric method for determining the planar anchoring strength of chromonic liquid crystals.
  • To analyze the equilibrium shapes of liquid crystal droplets in a controlled environment.

Main Methods:

  • A geometric method based on recognizing and fitting stable equilibrium droplet shapes.
  • Utilizing thin cells with plates enforcing parallel nematic director alignment.
  • Observing and theoretically predicting droplet shapes such as bâtonnets, discoids, and tactoids.

Main Results:

  • The method successfully determines planar anchoring strength by analyzing droplet morphology.
  • Experimental observations confirmed bâtonnet shapes, consistent with theoretical predictions.
  • The theory predicts discoid and tactoid shapes, with shape bistability observed in small droplets.

Conclusions:

  • The geometric method provides a reliable way to quantify chromonic liquid crystal anchoring.
  • Droplet shape analysis offers valuable insights into the behavior and properties of these materials.
  • Predicted shape bistability in small droplets opens avenues for further research in liquid crystal physics.