Hiring in life sciences? Share your open positions with our professional community. Read more Close

Advertisement

Nonplanar Bouligand Architectures for Enhanced Mechanical Performance in Cementitious Composites.

Created on 02 Oct 2026

Authors

Yu Wang, Loukham Shyamsunder, Phani Saketh Dasika, Andrew Nguyen, David Kisailus, Jan Olek, Jeffrey P Youngblood, Pablo D Zavattieri

Published in

Advanced materials (Deerfield Beach, Fla.). Pages e75205. Oct 02, 2026. Epub Oct 02, 2026.

Abstract

Brittle and quasi-brittle materials such as hydraulic cement-based materials, glass, and ceramics exhibit limited toughness and poor energy absorption, often leading to catastrophic failure under extreme loading. Inspired by the dactyl club of the Mantis shrimp, we introduce a sinusoidal Bouligand architecture into concrete enabled by nonplanar additive manufacturing. Under quasi-static compression, the elements with sinusoidal Bouligand architecture exhibit a 53.6% higher compressive strength and a 216.1% greater work of failure than regular 3D-printed elements, while also outperforming cast counterparts by 13.5% in strength and 35% in work of failure. Under impact loading, the sinusoidal Bouligand samples exhibit up to a 68.6% increase in peak load and a 49.2% increase in absorbed energy compared to cast counterparts. These improvements enable the architected samples to maintain structural integrity without catastrophic failure, whereas the cast samples fail by highly localized fracture. Fiber alignment during 3D printing induces strong and tunable local anisotropy which, coupled with the sinusoidal Bouligand architecture, enables interfacial crack deflection, crack twisting, and damage delocalization. These results demonstrate the effective translation of biological toughening principles into engineered materials and establish a design paradigm for cementitious composites with enhanced damage tolerance and energy-absorbing capability.

PMID:
42825691
Bibliographic data and abstract were imported from PubMed on 02 Oct 2026.

Read full publication at:
Please sign in to see all details.

Advertisement

Stats

  • Community rating n/a 0 votes
  • Reviewers' rating n/a 0 votes
  • Your rating

1-terrible, 9-excellent. How would you rate this publication? Sign in in to submit your rating.

  • Recommendations n/a n/a positive of 0 vote(s)
  • Views 14
  • Comments 0

Recommended by

  • No recommendations yet.

Post a comment

You need to be signed in to post comments. You can sign in here.

Comments

There are no comments yet.

Advertisement