scholarly journals SHEAR FAILURE BEHAVIOR OF INTERIOR STEEL BEAM-REINFORCED CONCRETE COLUMN JOINTS

1999 ◽  
Vol 64 (516) ◽  
pp. 159-166 ◽  
Author(s):  
Yoshiyuki MURATA
Keyword(s):  
Reinforced Concrete ◽  
Shear Failure ◽  
Failure Behavior ◽  
Steel Beam ◽  
Concrete Column ◽  
Reinforced Concrete Column

scholarly journals Improvement of bearing performance on exterior steel beam-reinforced concrete column joints with steel column

2018 ◽  
Author(s):  
Shinya Nakaue ◽  
Yasushi Nishimura
Keyword(s):  
Reinforced Concrete ◽  
Shear Failure ◽  
Maximum Strength ◽  
Punching Shear ◽  
Steel Beam ◽  
Transverse Reinforcement ◽  
Concrete Column ◽  
Bearing Failure ◽  
Reinforced Concrete Column ◽  
Steel Column

To improve the bearing failure behavior of the exterior steel beam-reinforced concrete column joints composed of reinforced concrete columns, joint details using steel column was proposed. Steel column was attached to the lower flanges at right angles to the steel flange. The objective of this study is to clarify the effectiveness of proposed joint details experimentally and theoretically. To clarify the influence of steel column on the bearing failure of the joint, seven T-shaped subassemblages were tested under reversed cyclic loading. All specimens had the same cross sections of the steel beam. The experimental variables were the embedded length of the steel column, whether there is the end plate at the tip of the embedded steel column, and, the arrangement of transverse reinforcement ratio surrounding the steel column. The following remarks can be drawn from the test results. 1) In case of the specimen with a short embedded length of the steel column, the punching shear failure on the upper surface of the steel beam flange was remarkable when the maximum strength was reached. However, in the specimen with long embedded length of steel column, it was not observed the punching shear failure. 2) The maximum strength increased with the embedded length of the steel column. Further, the maximum strength of the specimen with the embedded length of three times of the steel column depths is subjected to bending yield strength of the steel column. 3) It was shown that the transverse reinforcement to surround the steel column and the end plate were necessary to improve the bearing failure of the joint. 

Effect of different RC slab widths on the behavior of reinforced concrete column and steel beam-slab subassemblies

2021 ◽  
Vol 229 ◽  
pp. 111639
Author(s):  
Jinjie Men ◽  
Liquan Xiong ◽  
Jiachen Wang ◽  
Guanlei Fan
Keyword(s):  
Reinforced Concrete ◽  
Steel Beam ◽  
Concrete Column ◽  
Reinforced Concrete Column ◽  
Rc Slab

scholarly journals Seismic Behavior and Study of RCS Composite Frame Composed of Steel Beams and Strong Concrete Column

2019 ◽  
Vol 15 (2) ◽  
pp. 142-153
Author(s):  
Ahmadreza Khodabandehlo ◽  
Mohamad Taghi Kazemi
Keyword(s):  
Reinforced Concrete ◽  
Seismic Behavior ◽  
Bending Strength ◽  
Steel Beams ◽  
Steel Beam ◽  
Concrete Column ◽  
Moment Frame ◽  
Reinforced Concrete Column ◽  
Long Span ◽  
Composite Frame

AbstractWith spreading of population and increasing of instruction, and also because of limited resources and materials, the demand for using novel materials in building industry has increased. The reinforced concrete columns and steel beams are used in structures with composite moment frame (RCS). Use of compression strength in proportion with concrete and bending strength of steel beam has bestowed these structures less weight than that of concrete structures and made it easier to access the measure of strong column - weak beam especially within long span in these structures. The most important part of these structures is connection of steel beam with the reinforced concrete column. These connections are divided into two general groups of connection with bracing beam and with bracing column from the joint. This paper aims to study the seismic behavior and parameters of RCS composite frame composed of steel beams and strong concrete column. The finite element method was analyzed by ABAQUS software and data analyzed by Excel.

Overview of the Research on Connections in Composite Frames Consisting of Reinforced Concrete Column and Steel Beam

2011 ◽  
Vol 368-373 ◽  
pp. 568-572
Author(s):  
Jin Jie Men ◽  
Qing Xuan Shi ◽  
Qi Zhou
Keyword(s):  
Numerical Simulation ◽  
Reinforced Concrete ◽  
Composite Structures ◽  
Steel Beam ◽  
Concrete Column ◽  
Composite Joints ◽  
Reinforced Concrete Column ◽  
Composite Frames ◽  
New Type ◽  
Japan And China

Frames consisting of reinforced concrete column and steel beam (RCS) is a new type of composite structures. Background of the research and application of the RCS composite joints and composite frames are overviewed detailedly in this paper. Then the research evolution of the RCS composite joints including experimental research and numerical simulation in America, Japan and China are described in detail. Finally some problems existing and the development directions of research on RCS framing systems in future are pointed out.

Simplified method for modeling reinforced concrete column–steel beam connections with tube plate

2020 ◽  
Vol 23 (11) ◽  
pp. 2292-2304
Author(s):  
Rahman Jafari ◽  
Nader KA Attari ◽  
Ali Nikkhoo ◽  
Saeid Alizadeh
Keyword(s):  
Reinforced Concrete ◽  
Numerical Study ◽  
Load Cycle ◽  
Cyclic Behavior ◽  
Steel Beam ◽  
Concrete Column ◽  
Tube Plate ◽  
Initial Stiffness ◽  
Reinforced Concrete Column ◽  
Proposed Model

In this article, the cyclic behavior of reinforced concrete column–steel beam connections is investigated. In this research, an experimental and numerical study is conducted on the performance assessment of the through-beam connections with two detailing. The model details consist of the tube plate and steel doubler plate for the joints. The results show that the steel doubler plate increases the yielding capacity and initial stiffness of the connection but has no effect on the maximum capacity of the connection. Results show that using tube plate alone could have a good performance and there is no need for doubler plates. Furthermore, in order to model this type of connection with tube plate, modified model based on the Cordova’s proposed model is presented, and the load-cycle repetition on the connection at both specimens is simulated utilizing the OpenSees software by taking into account the bearing distortions and joint shear, and the obtained results are verified with the experimental ones as well.

scholarly journals Study on seismic behavior of reinforced concrete column-steel beam side joints

2020 ◽  
Vol 19 (3) ◽  
pp. 187-202
Author(s):  
Yuhong Ling ◽  
Wenli Zheng ◽  
Yi Li ◽  
Lianjiang Zhou ◽  
Jing Zhou
Keyword(s):  
Reinforced Concrete ◽  
Seismic Behavior ◽  
Steel Beam ◽  
Concrete Column ◽  
Reinforced Concrete Column
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