Strength deformation behaviour of circular concrete filled steel tubes subjected to pure bending

2009 ◽  
Vol 65 (8-9) ◽  
pp. 1836-1845 ◽  
Author(s):  
Manojkumar V. Chitawadagi ◽  
Mattur C. Narasimhan
Keyword(s):  
Deformation Behaviour ◽  
Pure Bending ◽  
Steel Tubes ◽  
Concrete Filled Steel Tubes

A tube with a rectangular cut-out. Part 1: Subject to pure bending

2006 ◽  
Vol 220 (5) ◽  
pp. 625-643 ◽  
Author(s):  
B. J. Vartdal ◽  
S. T. S. Al-Hassani ◽  
S. J. Burley
Keyword(s):  
Fracture Behaviour ◽  
Deformation Behaviour ◽  
Plastic Hinge ◽  
Shell Structures ◽  
Pure Bending ◽  
Steel Tubes ◽  
Jacket Structures ◽  
Axial Dimension ◽  
Semi Empirical ◽  
And Control

The response to pure bending of tubes with rectangular cut-outs is considered. Experiments on 1000-mm long, 100-mm diameter, and 2.55-mm wall thickness DIN 2391 ST NBK supported steel tubes are described. Such a thickness-to-diameter ratio is typical of structural columns, rather than shell structures. Tubes containing cut-outs with an axial dimension of up to 30 mm and a circumferential size of up to 180° were tested. It was found that plastic hinge mechanisms dominated the response when the cut-out was on the compressive side, whereas fracture behaviour dominated the response when the cut-out was on the tensile side. Finite element and semi-empirical analyses were carried out to predict the global load-deformation behaviour of the tubes. All analyses gave reasonable predictions of the experimental results for the majority of the cut-out parameters investigated. The aim of this study is to investigate the feasibility of using cut-outs to initiate and control the toppling of offshore jacket structures.

Review of strength behaviour of circular concrete filled steel tubes under monotonic pure bending

2019 ◽  
Vol 158 ◽  
pp. 460-474 ◽  
Author(s):  
Yasoja K.R. Gunawardena ◽  
Farhad Aslani ◽  
Brian Uy ◽  
Won-Hee Kang ◽  
Stephen Hicks
Keyword(s):  
Pure Bending ◽  
Steel Tubes ◽  
Concrete Filled Steel Tubes

Pure Bending behavior of Lightweight Aggregate Concrete Filled Circular Steel Tubes

2011 ◽  
Vol 374-377 ◽  
pp. 2239-2244
Author(s):  
Fa Xing Ding ◽  
Ya Ting Luo ◽  
Xiao Yong Ying ◽  
Zhao Hui Lu
Keyword(s):  
Lightweight Aggregate ◽  
Fortran Program ◽  
Lightweight Aggregate Concrete ◽  
Pure Bending ◽  
Steel Tubes ◽  
Aggregate Concrete ◽  
Composite Section ◽  
The Moment ◽  
Relationship Of ◽  
Concrete Filled Steel Tubes

Based on appropriate numerical constitutive model of lightweight aggregate concrete filled steel tubes (LCFST), layered method was adopted to predict the complete moment-curvature curves of LCFST composite section subjected to pure bending. A FORTRAN program for the moment-curvature curves was developed. Applying the layered method, the influences of the significant parameters, such as steel ratio, yield strength of steel and strength of lightweight aggregate concrete on the moment-curvature curves of the composite section subjected to pure bending were discussed. The practical composite flexural stiffness, ultimate moment and practical moment- curvature relationship of LCFST composite section were presented. The predicted results of both layered method and practical moment-curvature relationships of LCFST composite section are in good agreement with the test results from reference. Compared with the layered method, practical calculate method could remove the step of composite section layered and improve the calculation speed while achieving similar results.

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
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