FE modeling of FRP strengthened CHS members subjected to lateral impact

Paper

Alam, M. I., Fawzia, S., Tafsirojjaman, T. and Zhao, X. L.. 2018. "FE modeling of FRP strengthened CHS members subjected to lateral impact." Heidarpour, Amin and Zhao, Xiao-Ling (ed.) 16th International Symposium on Tubular Structures (ISTS 2017). Melbourne, Australia 04 - 06 Dec 2017 London, United Kingdom. https://doi.org/10.1201/9781351210843-51
Paper/Presentation Title

FE modeling of FRP strengthened CHS members subjected to lateral impact

Presentation TypePaper
AuthorsAlam, M. I. (Author), Fawzia, S. (Author), Tafsirojjaman, T. (Author) and Zhao, X. L. (Author)
EditorsHeidarpour, Amin and Zhao, Xiao-Ling
Journal or Proceedings TitleTubular Structures XVI: Proceedings of the 16th International Symposium on Tubular Structures (ISTS 2017)
Number of Pages6
Year2018
Place of PublicationLondon, United Kingdom
ISBN9780815381341
9781351210843
Digital Object Identifier (DOI)https://doi.org/10.1201/9781351210843-51
Web Address (URL) of Paperhttps://www.routledge.com/Tubular-Structures-XVI-Proceedings-of-the-16th-International-Symposium/Heidarpour-Zhao/p/book/9780815381341
Conference/Event16th International Symposium on Tubular Structures (ISTS 2017)
Event Details
16th International Symposium on Tubular Structures (ISTS 2017)
Event Date
04 to end of 06 Dec 2017
Event Location
Melbourne, Australia
Abstract

This paper presents the detailed finite element (FE) numerical modeling technique and dynamic lateral impact simulation of bare and FRP strengthened circular hollow section (CHS) tubular members. The equivalent composite layer technique is adopted to simulate experimental failure characterizes of FRP laminates and strengthened members. The FE analysis results are compared with the drop hammer lateral impact test results. Very good agreement between the lateral displacement-time curves of bare and strengthened specimens is ob-served. Both local and global deformation failures of the specimens are well predicted from dynamic impact simulation. Moreover, FE analysis results confirm that the FRP debonding failure at the impact location of the specimens can be simulated with reasonable accuracy. Thus, the current numerical analysis technique can be adopted to accurately predict the lateral impact responses of FRP strengthened hollow tubular members.

KeywordsFRP strengthened, circular hollow section (CHS), finite element (FE) numerical modeling, impact force, lateral impact
ANZSRC Field of Research 2020400509. Structural dynamics
400510. Structural engineering
401602. Composite and hybrid materials
Public Notes

File reproduced in accordance with the copyright policy of the publisher/author.

Byline AffiliationsQueensland University of Technology
Monash University
Institution of OriginUniversity of Southern Queensland
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