Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer
Post Fire Repair
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Beschreibung
This book highlights the residual strength of the CFDST column, that can be used to determine the most suitable repair method in order to retrofit the column. The book elaborates on the behavior of CFDST column after being exposed to fire. This book also discusses the effectiveness of repair method using single and Hybrid Fibre Reinforced Polymer (FRP) of fire-damaged CFDST columns. It concludes by taking a look at different parameters such as thickness of outer steel tube and fire exposure time as factors affecting thermal properties/stability.
Highlights the residual strength of fire-damaged CFDST column, and presents the most suitable repair method needed to retrofit the column Discusses the effectiveness of repair method using single and Hybrid Fibre Reinforced Polymer (FRP) Explores parameters such as thickness of outer steel tube and fire exposure time as factors affecting thermal properties/stability
Autor*in
Kok Keong Choong
Themen in »Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer«
Concrete steel tube Fire-damaged concrete Residual Strength Index Secant Stiffness Index Ductility Index Fire test of structural elements Fibre Reinforced Polymer (FRP) Post fire concrete behaviour