86. Behaviour and Design of Ultra-High Strength Concrete Filled Steel Tubular Columns (I-12-TTAI-020-A)

Infrastructure Engineering
Written By JT Production Management

Current modern design codes such as ASNZS 2327, Eurocode4(EC4) and AISC360-16 do not provide guidelines for the design of ultra-high strength concrete filled steel tubular columns. This project will involve finite element modelling (FEM) through Abaqus to explore the behaviours of such composite columns. Steel with a strength greater than 450MPa and concrete with a strength above 100MPa will be researched in this project.

 
Li, Shuyu.jpg

Shu-Yu Li

Tao, Yifei.jpg

Yifei Tao

Yi,Zhaojun.jpg

Nathan Obersnel

Xing, Wenhan.jpg

Wenhan Xing

 
86. Behaviour and Design of Ultra-High Strength Concrete Filled Steel Tubular Columns (I-12-TTAI-020-A).png
JT Production Management
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85. Behaviour and Design of High Strength Concrete Filled Steel Tubular Columns (I-12-TTAI-021-B)
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87. Changes in Historical Rainfall Across Australia (I-12-WCON-006)