Mechanical properties of continuously reinforced MWCNT polymer composites in compression

Yupeng Li, Jongwhan Suhr

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Recent studies show that continuously reinforced multi-walled carbon nanotubes (MWCNT) composite can have extraordinary mechanical properties. It was observed that the continuous MWCNT polymer composites exhibit both significant reinforcement and large damping capability in compressive loadings, which typically remain compromised. The damping property might result from buckling behavior of the MWCNT in composites. Here, this paper is to study the buckling response of carbon nanotubes (CNT) within a polymer matrix by using analytical models including Euler, Timoshenko and shell buckling models. Also, the modeling results are analyzed and compared to better understand the bucking behavior of the CNT in the composite and also investigate the effect of their aspect ratio (L/D) on buckling behavior. This study provides us with insight to better understand the structure-property relation for such continuous CNT polymer composites.

Original languageEnglish
Title of host publicationBehavior and Mechanics of Multifunctional Materials and Composites 2012
DOIs
StatePublished - 2012
Externally publishedYes
EventBehavior and Mechanics of Multifunctional Materials and Composites 2012 - San Diego, CA, United States
Duration: 12 Mar 201215 Mar 2012

Publication series

NameProceedings of SPIE - The International Society for Optical Engineering
Volume8342
ISSN (Print)0277-786X

Conference

ConferenceBehavior and Mechanics of Multifunctional Materials and Composites 2012
Country/TerritoryUnited States
CitySan Diego, CA
Period12/03/1215/03/12

Keywords

  • Buckling behavior
  • Compression
  • Critical buckling stress
  • Matrix support

Fingerprint

Dive into the research topics of 'Mechanical properties of continuously reinforced MWCNT polymer composites in compression'. Together they form a unique fingerprint.

Cite this