Bond properties of steel angles in concrete filled steel tubes

2021 ◽  
Vol 182 ◽  
pp. 106653
Author(s):  
Da-wei Zhang ◽  
Yu Zeng ◽  
Ju Chen ◽  
Fuyuan Gong ◽  
Cheng-bin Liu
Keyword(s):  
Bond Properties ◽  
Steel Tubes ◽  
Steel Angles ◽  
Concrete Filled Steel Tubes

Design of Circular Thin-Walled Concrete Filled Steel Tubes

2000 ◽  
Vol 126 (11) ◽  
pp. 1295-1303 ◽  
Author(s):  
Martin D. O'Shea ◽  
Russell Q. Bridge
Keyword(s):  
Steel Tubes ◽  
Thin Walled ◽  
Concrete Filled Steel Tubes

Innovative shear transfer system for Concrete Filled Steel Tubes (CFST) in columns

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 723-730
Author(s):  
Milad Soltanalipour ◽  
Miquel Ferrer ◽  
Albert Albareda ◽  
Frederic Marimon ◽  
Miquel Casafont ◽  
...  
Keyword(s):  
Transfer System ◽  
Steel Tubes ◽  
Shear Transfer ◽  
Concrete Filled Steel Tubes

Research of Post-Fire Mechanical Property of Steel Fiber Reinforced Ceramsite Concrete Filled Steel Tubes after Exposure to Fire

2013 ◽  
Vol 790 ◽  
pp. 181-184
Author(s):  
Hai Lun Tong ◽  
Tian Hong Wang ◽  
Jian Qi Lu ◽  
Xin Tang Wang
Keyword(s):  
Bearing Capacity ◽  
Steel Fiber ◽  
Fiber Reinforced ◽  
Fire Load ◽  
Furnace Temperature ◽  
Steel Tubes ◽  
Compression Performance ◽  
Short Columns ◽  
Maximum Value ◽  
Concrete Filled Steel Tubes

The post-fire axial compressive behavior of a set of steel fiber reinforced ceramsite concrete filled steel tubular short columns (noted as SFCC-SSC) was experimentally studied. Effect of the maximum value of fire response temperatures of the specimens and some parameters on the axial compression performance of the specimens was especially discussed. The results show that the surface of the steel tubes after fire presented dark red for 700°Cof furnace temperature and orange red for 900°C, and there was no obvious descending segment in post-fire load-displacement curves of the most specimens subjected to fire load. It was concluded that the axial bearing capacity of the specimens aftersuffering the furnace temperature of 900°C is much less than that of the specimens not subjected to fire load, and the volume of steel fiber of 0.5% of has the greatest effect on post-fire bearing capacity of specimens of SFCC-SSC.

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