Behavior and design of steel reinforced concrete (SRC) coupling beams: a review

2017 ◽  
Vol 10 ◽  
pp. 29-37 ◽  
Author(s):  
Seok-Joon Jang ◽  
Hyun-Do Yun ◽  
Sun-Woo Kim ◽  
Wan-Shin Park
Keyword(s):  
Reinforced Concrete ◽  
Coupling Beams ◽  
Steel Reinforced Concrete

Steel-Reinforced Concrete Coupling Beams. II: Modeling

2017 ◽  
Vol 143 (3) ◽  
pp. 04016192 ◽  
Author(s):  
Christopher J. Motter ◽  
David C. Fields ◽  
John D. Hooper ◽  
Ron Klemencic ◽  
John W. Wallace
Keyword(s):  
Reinforced Concrete ◽  
Coupling Beams ◽  
Steel Reinforced Concrete

Steel-Reinforced Concrete Coupling Beams. I: Testing

2017 ◽  
Vol 143 (3) ◽  
pp. 04016191 ◽  
Author(s):  
Christopher J. Motter ◽  
David C. Fields ◽  
John D. Hooper ◽  
Ron Klemencic ◽  
John W. Wallace
Keyword(s):  
Reinforced Concrete ◽  
Coupling Beams ◽  
Steel Reinforced Concrete

The mathematical modelling of corrosion in hot dip galvanized steel reinforced concrete

2011 ◽  
Vol 2 (1) ◽  
pp. 1-12
Author(s):  
A. Hegyi ◽  
H. Vermeşan ◽  
V. Rus
Keyword(s):  
Mathematical Model ◽  
Reinforced Concrete ◽  
Numerical Model ◽  
Equation System ◽  
Galvanized Steel ◽  
Steel Reinforced Concrete ◽  
Numeric Model ◽  
Physical And Mathematical Models ◽  
Physical Phenomena ◽  
The Mathematical Model

Abstract In this paper we wish to present the numerical model elaborated in order to simulate some physical phenomena that influence the general deterioration of steel, whether hot dip galvanized or not, in reinforced concrete. We describe the physical and mathematical models, establishing the corresponding equation system, the initial and boundary conditions. We have also presented the numeric model associated to the mathematical model and the numeric methods of discretization and solution of the differential equations system that describes the mathematical model.

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