Origami building blocks: Generic and special four-vertices.

Scott Waitukaitis1, Martin van Hecke1

  • 1Huygens-Kamerlingh Onnes Lab, Leiden University, P. O. Box 9504, 2300 RA Leiden, The Netherlands and FOM Institute AMOLF, Science Park 104, 1098 XG Amsterdam, The Netherlands.

Physical Review. E
|March 18, 2016
PubMed
Summary

This study categorizes origami metamaterial building blocks called four-vertices. It reveals diverse folding behaviors beyond the common flat-foldable type, offering a guide for designing new materials.

Related Concept Videos

VSEPR Theory and the Basic Shapes02:52

VSEPR Theory and the Basic Shapes

Overview of VSEPR Theory
87.3K
Unsymmetric Bending01:18

Unsymmetric Bending

Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from those in symmetrical bending, and are essential for designing structures to withstand different loading conditions. In unsymmetrical bending, the neutral axis—where stress is zero—does not necessarily align with the geometric axes of the cross-section. The...
937
Plastic Deformations of Members with a Single Plane of Symmetry01:21

Plastic Deformations of Members with a Single Plane of Symmetry

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...
441
Unsymmetric Bending - Angle of Neutral Axis01:15

Unsymmetric Bending - Angle of Neutral Axis

Unsymmetrical bending occurs when a structural member is subjected to bending moments in a plane that does not align with the member's principal axes. This scenario typically arises in beams and other structural components when loads are applied at non-ideal angles, introducing complexities in stress analysis.
When a bending moment is applied at an angle θ concerning the vertical axis of a symmetrical member, it can be resolved into components along the member's principal...
984
Protein Folding01:22

Protein Folding

Overview
130.1K
Protein Folding01:22

Protein Folding

36.4K