scholarly journals FIRE RESISTANCE OF THE COMPOSITE BEAMS COMPOSED OF ROLLED STEEL PROFILE CONCRETED BETWEEN FLANGES UNDER THE NEGATIVE BENDING MOMENT

2003 ◽  
Vol 68 (568) ◽  
pp. 159-165
Author(s):  
Akio KODAIRA ◽  
Hideo FUZINAKA ◽  
Hirokazu OHASHI ◽  
Toshihiko NISIMURA
Keyword(s):  
Fire Resistance ◽  
Bending Moment ◽  
Composite Beams ◽  
Rolled Steel ◽  
Negative Bending

Study on the Crack in Concrete Flange of Outer-Plated Steel-Concrete Continuous Composite Beams

2012 ◽  
Vol 166-169 ◽  
pp. 1023-1028 ◽  
Author(s):  
Li Hua Chen ◽  
Qi Liang Jin ◽  
Haiyu Si
Keyword(s):  
Crack Width ◽  
Static Load ◽  
Bending Moment ◽  
Structural Features ◽  
Composite Beams ◽  
Test Results ◽  
Load Tests ◽  
Reversed Loading ◽  
Negative Bending ◽  
Stress Block

Static load tests were conducted on two reversed-loading simply supported and two continuous outer-plated steel-concrete composite beams to study the formation and development of cracks in such beams under negative bending moment. The test results show that based on the plane section assumption, it is an effective and economical method to calculate the cracking moment of the composite beams assuming a rectangular stress block for concrete in tension zone. Considering the structural features of outer-plated steel-concrete composite beams, the formula for calculating crack width of concrete flange of outer-plated steel-concrete composite beams is discussed and presented, and the calculated values of crack width agree well with the experimental results.

Research on Key Issues in Design of Outer-Plated Steel-Concrete Continuous Composite Beams

2012 ◽  
Vol 166-169 ◽  
pp. 414-419
Author(s):  
Li Hua Chen ◽  
Fei Xiao ◽  
Qi Liang Jin
Keyword(s):  
Composite Beam ◽  
Bending Moment ◽  
Longitudinal Shear ◽  
Structural Features ◽  
Composite Beams ◽  
Steel Beam ◽  
Negative Moment ◽  
Key Issues ◽  
Negative Bending ◽  
The Moment

Based on the theoretical analysis and testing results, some key issues in design of outer-plated steel-concrete continuous composite beams are discussed. The influence of the form of steel beam upper flange on the behavior of composite beam is analyzed. The requirements about longitudinal reinforcement strength in the concrete flange of the negative moment region are given. It is suggested that the moment-shear interaction should be neglected when calculating the flexural capacity of outer-plated steel-concrete composite beams under negative bending moment. The behavior of longitudinal shear resistance at the interface between the concrete flange and web of composite beam is studied, and the related calculating formula is put forward based on the structural features of the composite beam.

Slipping Effects of Simple Combination Beam under the Action of Negative Bending Moment

2011 ◽  
Vol 243-249 ◽  
pp. 1117-1121
Author(s):  
Xu Hong Zhang ◽  
He Wu ◽  
Jian Ping Cao
Keyword(s):  
Numerical Study ◽  
Bending Moment ◽  
Composite Beams ◽  
Slip Effect ◽  
Finite Element Program ◽  
Shear Connection ◽  
Distribution Rules ◽  
Element Program ◽  
Negative Bending ◽  
Simple Combination

A numerical study on slip effect of simply supported composite beams under negative bending moment is conducted by means of finite element program of ANSYS based on the feasibility verification of ANSYS. The research contents include: slip distribution rules; slip effect on deflection in service stage and ultimate bearing capacity; relationship between slip effect and shear connection、lognitudinal percentage of reinforcement and working behavior of composite beams with partial shear connection under negative bending moment .

scholarly journals FIRE RESISTANCE OF THE COMPOSITE BEAMS COMPOSED OF ROLLED STEEL PROFILE CONCRETED BETWEEN FLANGES

2003 ◽  
Vol 68 (563) ◽  
pp. 193-198 ◽  
Author(s):  
Akio KODAIRA ◽  
Hideo FUJINAKA ◽  
Hirokazu OHASHI ◽  
Toshihiko NISHIMURA
Keyword(s):  
Fire Resistance ◽  
Composite Beams ◽  
Rolled Steel

Flexural Study on UHPC–Steel Composite Beams with Joints under Negative Bending Moment

2020 ◽  
Vol 25 (10) ◽  
pp. 04020084
Author(s):  
Yanping Zhu ◽  
Yang Zhang ◽  
Husam H. Hussein ◽  
Shukun Cai
Keyword(s):  
Bending Moment ◽  
Composite Beams ◽  
Steel Composite ◽  
Negative Bending

scholarly journals Experimental Study on Fatigue Performance of Negative Bending Moment of Steel-Concrete Continuous Composite Box Girder

2020 ◽  
Vol 2020 ◽  
pp. 1-17
Author(s):  
Pu Gao ◽  
Kuan Li ◽  
Yuanxun Zheng
Keyword(s):  
Concrete Slab ◽  
Bending Moment ◽  
Composite Beams ◽  
Fatigue Tests ◽  
Reinforcement Ratio ◽  
Fatigue Performance ◽  
Fatigue Load ◽  
Shear Connection ◽  
Negative Moment ◽  
Negative Bending

The experimental work presents results on the fatigue performance of composite beams in the negative moment region and the changes of stiffness and deformation of composite beams under repeated loads; fatigue tests were carried out on two double-layer composite beams. The fatigue performance of composite beams with different reinforcement ratios under complete shear connection and the variation of deflection, strain of the reinforcement, strain of steel beam, and crack growth under fatigue load were obtained. The results showed that the fatigue resistance performance of concrete slab with low reinforcement ratio was much lower than that of concrete slab with high reinforcement ratio whereas, under the fatigue load, the stress of the welding nail in the negative moment region was small and the slip was almost negligible. The degradation of stiffness and the development of cracks were mainly due to the degradation of bond-slip between the concrete and reinforcement. The fatigue failure mode was the fracture of the upper reinforcement in negative moment region. The results obtained in this study are helpful in the design of composite beam.

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