Development of a Cohesive Model for CFRP-To-Steel Bonded Joints for Low and High Temperatures

Research output: Chapter in Book/Report/Conference proceedingChapterpeer-review

Abstract

This work analyses the impact of low and high temperatures on the bond between Carbon Fiber Reinforced Polymers (CFRP) and steel substrates. The aim of the experimental tests is to study the local and global bond behaviors of CFRP-to-steel joints under different temperature conditions. The results suggest that high temperatures are more severe for the joints than negative ones. Based on the experiments and on the data collected from the literature, a unified and updated cohesive model with temperature dependency is proposed.

Original languageEnglish
Title of host publicationTesting and Experimentation in Civil Engineering
EditorsCarlos Chastre, José Neves, Diogo Ribeiro, Fernando F. S. Pinho, Hugo Biscaia, Maria Graça Neves, Paulina Faria, Rui Micaelo
Place of PublicationCham
PublisherSpringer
Pages461-474
Number of pages14
ISBN (Electronic)978-3-031-29191-3
ISBN (Print)978-3-031-29190-6
DOIs
Publication statusPublished - 6 Jun 2023

Publication series

NameRILEM Bookseries
PublisherSpringer
Volume41
ISSN (Print)2211-0844
ISSN (Electronic)2211-0852

Keywords

  • Bond
  • CFRP
  • Cohesive modeling
  • Steel structures
  • Temperature

Fingerprint

Dive into the research topics of 'Development of a Cohesive Model for CFRP-To-Steel Bonded Joints for Low and High Temperatures'. Together they form a unique fingerprint.

Cite this