Shear behavior of headed stud connectors in steel-MPC based high strength concrete composite beams

2021 ◽  
Vol 249 ◽  
pp. 113302
Author(s):  
Jing Zhang ◽  
Xiamin Hu ◽  
Junyi Wu ◽  
Yun Mook Lim ◽  
Shuhong Gong ◽  
...  
Keyword(s):  
High Strength Concrete ◽  
High Strength ◽  
Shear Behavior ◽  
Composite Beams ◽  
Strength Concrete ◽  
Headed Stud

scholarly journals Numerical analysis on the shear behavior of single-keyed dry joints in precast high-strength concrete segmental bridges

2019 ◽  
Vol 16 (4) ◽  
pp. 3144-3168 ◽  
Author(s):  
Haibo Jiang ◽  
◽  
Shaodi Wang ◽  
Zhuangcheng Fang ◽  
Gongfa Chen ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
High Strength Concrete ◽  
High Strength ◽  
Shear Behavior ◽  
Strength Concrete ◽  
Segmental Bridges

Analysis of Bearing Capacity of Steel-High Strength Concrete Composite Beams

2013 ◽  
Vol 838-841 ◽  
pp. 661-664
Author(s):  
Liang Li Xiao ◽  
Ming Yang Pan ◽  
Jian Wei Han
Keyword(s):  
Bearing Capacity ◽  
High Strength Concrete ◽  
Influence Factors ◽  
High Strength ◽  
Composite Beams ◽  
Finite Element Program ◽  
Strength Concrete ◽  
Element Program ◽  
Negative Moment ◽  
Negative Bending

It is very crucial to analyze the flexural bearing capacity of the steel-high strength concrete composite beams, but the combination on the flange of steel beam and their bearing capacity is limited with certain inevitability,in addition, in the negative bending regions of continuous composite beams, with the constant increase of load, the process of the whole structure will cause damages in the negative moment region. In order to avoid this kind of damages, we must use general finite element program ANSYS to analyze thebearing capacity of the steel and high strength concrete composite beams. Besides further studying the influence factors of bearing capacity, and ensuring the safety of our engineering performance can be in favor of the engineering structure.

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