Bond Stress-Slip Model for 0.6 in. (15.2 mm) Diameter Strand

2015 ◽  
Vol 112 (5) ◽  
Author(s):  
Canh N. Dang ◽  
Royce W. Floyd ◽  
Cameron D. Murray ◽  
W. Micah Hale ◽  
J. R. Martí-Vargas
Keyword(s):  
Bond Stress ◽  
Slip Model

Bond stress-slip model for rebar-concrete interface under monotonic and cyclic loading

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 498-506
Author(s):  
Xiaoyong Lv ◽  
Zhiwu Yu ◽  
Zhi Shan
Keyword(s):  
Cyclic Loading ◽  
Bond Stress ◽  
Slip Model ◽  
Concrete Interface

Crack Calculation of Beams Reinforced with FRP Bars Based on Linear Bond-Slip Model

2014 ◽  
Vol 919-921 ◽  
pp. 1377-1380
Author(s):  
Xiao Dong Li ◽  
Hao Chen Feng ◽  
Wei Ning Yuan
Keyword(s):  
Stress Distribution ◽  
Crack Width ◽  
Bond Stress ◽  
Distribution Model ◽  
Slip Model ◽  
Bond Slip ◽  
Frp Bars

This paper mainly gets a equation of crack width calculation. To get the result, the lineared bond-slip model between FRP bars and concrete is used, combining with the bond stress distribution model which is found by You Chunan. Finally, the value of this paper is compared with the value of ACI440.1R-06 and JSCE code, which prove the result is right.

Pressure-dependent bond stress-slip model for sand-coated FRP-concrete interface

2021 ◽  
Vol 263 ◽  
pp. 113719
Author(s):  
Hongwei Lin ◽  
Peng Feng ◽  
Jia-Qi Yang
Keyword(s):  
Bond Stress ◽  
Slip Model ◽  
Concrete Interface

scholarly journals Bond Stress-Slip Model for Concrete-Embedded Smooth Bars in Salt-Frozen Environment

2019 ◽  
Vol 304 ◽  
pp. 052081
Author(s):  
Gang Xu ◽  
Jun Zeng ◽  
Qing Wang ◽  
Xuan Xiang ◽  
Ze-zhong Wei
Keyword(s):  
Bond Stress ◽  
Slip Model ◽  
Smooth Bars
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