Behaviour of FRP strengthened steel tubular members subjected to transverse impact loading

(2017) Behaviour of FRP strengthened steel tubular members subjected to transverse impact loading. PhD by Publication, Queensland University of Technology.

Description

This PhD thesis is devoted to contributing to the existing knowledge of FRP (Fibre Reinforced Polymer) strengthened metallic structural members subjected to dynamic impacts. The outcome of this research will be beneficial to design structures for mitigating damage and failure due to lateral impact forces from transportation accidents, explosive attacks or from flying debris. A new series of laboratory tests results along with computer based structural analyses are presented to understand the effectiveness of FRP strengthening of tubular structural members. FRP strengthening found to be a promising sustainable option for minimising structural damage and human casualty due to impact loads.

Impact and interest:

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256 since deposited on 25 Aug 2017
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ID Code: 105782
Item Type: QUT Thesis (PhD by Publication)
Supervisor: Fawzia, Sabrina, Liu, Xuemei, & Zhao, Xiao-Ling
Keywords: Axial static load, CFRP, Circular hollow section (CHS), Concrete-filled steel tubular (CFST) columns, Epoxy adhesives, Experimental tests, FRP strengthening, GFRP, Numerical analysis, Transverse impact
DOI: 10.5204/thesis.eprints.105782
Divisions: Past > QUT Faculties & Divisions > Science & Engineering Faculty
Institution: Queensland University of Technology
Deposited On: 25 Aug 2017 05:56
Last Modified: 15 Sep 2019 14:00