scholarly journals MOMENT-CURVATURE RELATIONSHIP OF CONCRETE-FILLED SQUARE STEEL TUBE BEAM-COLUMNS UNDER MONOTONIC LOADING

2019 ◽  
Vol 84 (755) ◽  
pp. 109-118 ◽  
Author(s):  
Toshiyuki FUKUMOTO
Keyword(s):  
Steel Tube ◽  
Monotonic Loading ◽  
Beam Columns ◽  
Relationship Of ◽  
Square Steel Tube

DEFLECTION CAPACITY OF SLENDER CONCRETE-FILLED SQUARE STEEL TUBE BEAM-COLUMNS UNDER MONOTONIC LATERAL LOADING

2018 ◽  
Vol 83 (743) ◽  
pp. 211-219 ◽  
Author(s):  
Toshiyuki FUKUMOTO ◽  
Masae KIDO ◽  
Keigo TSUDA ◽  
Koji MORITA
Keyword(s):  
Steel Tube ◽  
Lateral Loading ◽  
Beam Columns ◽  
Square Steel Tube

Flexural Capacity Study on Square Tube Filled with Steel Reinforced Concrete Members

2010 ◽  
Vol 163-167 ◽  
pp. 1574-1577 ◽  
Author(s):  
Tong Feng Zhao ◽  
Hong Nan Li ◽  
Jia Huan Yu
Keyword(s):  
Reinforced Concrete ◽  
Steel Tube ◽  
Flexural Capacity ◽  
Steel Reinforced Concrete ◽  
Deformation Curves ◽  
Concrete Members ◽  
Bending Load ◽  
Square Steel Tube ◽  
Abaqus Software

Moment-deformation curves of square steel tube filled with steel reinforced concrete subjected to bending load were simulated by the ABAQUS software. Calculated and experimental curves agreed well with each other. Through studying further the calculated member, the behavior of materials subjected to moment is given. Finally, flexural capacity formula of square steel tube filled with cross steel reinforced concrete is proposed.

A distributed plasticity model for concrete-filled steel tube beam-columns with interlayer slip

1998 ◽  
Vol 20 (8) ◽  
pp. 663-676 ◽  
Author(s):  
Jerome F. Hajjar ◽  
Paul H. Schiller ◽  
Aleksandr Molodan
Keyword(s):  
Steel Tube ◽  
Plasticity Model ◽  
Concrete Filled Steel Tube ◽  
Beam Columns ◽  
Interlayer Slip

Finite Element Simulation on Behavior of the High-Strength Concrete Filled High-Strength Square Steel Tube Middle-Long Columns under Axial Compressive Load

2014 ◽  
Vol 578-579 ◽  
pp. 340-345
Author(s):  
Guo Chang Li ◽  
Bo Wen Zhu ◽  
Yu Liu
Keyword(s):  
Bearing Capacity ◽  
High Strength Concrete ◽  
Slenderness Ratio ◽  
High Strength ◽  
Steel Tube ◽  
New Combination ◽  
Length Variation ◽  
Compression Process ◽  
Strength Concrete ◽  
Square Steel Tube

In this paper, using ABAQUS, 16 high-strength concrete filled high-strength square steel tube middle-long columns’ axial compression process were simulated. The load-deflection relationships were obtained and the new combination in improving the bearing capacity and plastic deformation has a great advantage. Realization of length variation slenderness ratio by changing the length of column, this paper also study the influence of slenderness ratio, the main parameters of the high-strength concrete filled high-strength square steel tube middle-long column. It is found that both bearing capacity and the plastic capacity are associated with slenderness ratio.

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