Bond strength of steel hollow sections using carbon fibre reinforced polymer composites
| Data(s) |
2013
|
|---|---|
| Resumo |
This research was a step forward in developing bond strength of CFRP strengthened steel hollow sections under tension loads. The studies have revealed the ultimate load carrying capacity of the CFRP strengthened steel hollow sections and the stress distribution for different orientations of the CFRP sheet at different layers. This thesis presents a series of experimental and finite element analysis to determine a good understanding of the bond characteristics of CFRP strengthened steel hollow sections. |
| Formato |
application/pdf |
| Identificador | |
| Publicador |
Queensland University of Technology |
| Relação |
http://eprints.qut.edu.au/62338/1/Kaniz_Shahanara_Thesis.pdf Shahanara, Kaniz (2013) Bond strength of steel hollow sections using carbon fibre reinforced polymer composites. Masters by Research thesis, Queensland University of Technology. |
| Fonte |
School of Civil Engineering & Built Environment; Science & Engineering Faculty |
| Palavras-Chave | #Carbon fibre reinforced polymer (CFRP) #Steel hollow section #Effective bond length #Stress distributions #Tensile loading |
| Tipo |
Thesis |
