Related Experiment Video
Updated: Jun 9, 2025

Micro 3D Printing Using a Digital Projector and its Application in the Study of Soft Materials Mechanics
Published on: November 27, 2012
Emergent behaviors of buckling-driven elasto-active structures
Yuchen Xi1, Tom Marzin1, Richard B Huang1
1Department of Chemical and Biological Engineering, Princeton University, Princeton, NJ 08540.
None:
Active systems of self-propelled agents, e.g., birds, fish, and bacteria, can organize their collective motion into myriad autonomous behaviors. Ubiquitous in nature and across length scales, such phenomena are also amenable to artificial settings, e.g., where brainless self-propelled robots orchestrate their movements into spatial-temporal patterns via the application of external cues or when confined within flexible boundaries. Like their natural counterparts, these approaches typically require many units to initiate collective motion, so controlling the ensuing dynamics is challenging. Here, we demonstrate a simple mechanism that leverages nonlinear elasticity to tame near-diffusive motile particles in forming structures capable of directed motion and other emergent behaviors. Our elasto-active system comprises two centimeter-sized self-propelled microbots connected with elastic beams. These microbots exert forces that suffice to buckle the beam and set the structure in motion. We first rationalize the physics of the interaction between the beam and the microbots. Then we use reduced-order models to predict the interactions of our elasto-active structures with boundaries, e.g., walls and constrictions, and demonstrate how they can exhibit remarkable emergent behaviors such as maze navigation. These findings demonstrate that allowing and understanding changes in body morphology can enhance the capabilities of active matter systems and enable the design of robotic materials capable of space exploration, adaptation, and complex interactions with their surrounding environment.
Related Concept Videos
Members Made of Elastoplastic Material
As the bending moment...
Residual Stresses in Bending
Euler's Formula to Columns: Problem Solving
The system comprises two vertical rigid bars, AB and BC,...
Plastic Behavior
Eccentric Loading
Plastic Deformations

