scholarly journals STRUCTURAL PERFORMANCE OF THE STEEL-BAR-REINFORCED CONCRETE-FILLED CIRCULAR THIN STEEL TUBULAR COLUMNS USING HIGH SLAG CEMENT

2014 ◽  
Vol 79 (699) ◽  
pp. 651-660
Author(s):  
Tooru HIRADE ◽  
Nobuyuki ODAJIMA ◽  
Hideki KIMURA ◽  
Hirofumi KANEKO ◽  
Toshio YONEZAWA
2002 ◽  
Vol 8 (16) ◽  
pp. 129-134
Author(s):  
Toshiaki FUJIMOTO ◽  
Hirokazu TANAKA ◽  
Toshihiko DEMIZU ◽  
Koji NISHIUCHI ◽  
Hiroki UEDA ◽  
...  

2018 ◽  
Vol 3 (2) ◽  
pp. 166-179
Author(s):  
Yuequan Bao ◽  
Dongyang Feng ◽  
Nan Ma ◽  
Hehua Zhu ◽  
Timon Rabczuk

The composite structural element under study is a carbon fiber wrapped, steel I section reinforced concrete column. The wrapped CFRP is under tension and reinforced concrete under radial compression. The aim of the research is to determine the behavior of the composite structural element under axial loads. The Stress-strain characteristics and load bearing capacity of control and CFRP wrapped tubular columns were determined experimentally. Further, Finite element analysis of steel, reinforced concrete and CFRP wrapped concrete columns sections, was conducted using ANSYS Workbench 15.0 software. The experimental and analytical results were compared.


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