Seismic damage sensing of bridge structures with TRIP reinforcement steel bars

Author(s):  
Yukio Adachi ◽  
Shigeki Unjoh
2022 ◽  
Vol 320 ◽  
pp. 126198
Author(s):  
Hamed Dabiri ◽  
Ali Kheyroddin ◽  
Andrea Dall'Asta

2020 ◽  
pp. 1-5
Author(s):  
Adejo O H ◽  
◽  
Ojo S A ◽  
Uzuh F U ◽  
Abere D V ◽  
...  

Reinforcement steel bars are often exposed to the atmosphere before use in concrete structures. This exposure results in corrosion of these reinforcement bars. Corrosion of reinforcement bars is a common form of degradation of reinforced concrete structures. The electrochemical attack affects the mechanical properties of steel rebars. This study analysed the effect of exposing reinforcing steel bars to the atmosphere. The bars were divided into two; one part was exposed to the atmosphere for a period of four months during the rainy season while the other was unexposed. Afterwards; some mechanical, corrosion and metallographic tests were carried out on the steel samples. The results obtained showed that the hardness, impact strength and ductility increased with exposure while the yield and tensile strengths decreased with exposure. The exposed bar had high corrosion rates than the unexposed bar in 1M hydrochloric acid (HCl) while in 1M sodium chloride (NaCl), the corrosion rates for both the exposed and unexposed bars did not follow a particular trend


2001 ◽  
Vol 50 (1) ◽  
pp. 32-39
Author(s):  
Akihiko KANEYOSHI ◽  
Ayaho MIYAMOTO ◽  
Hideaki NAKAMURA ◽  
Eiji NAKAYAMA

2016 ◽  
Vol 90 ◽  
pp. 1136-1150 ◽  
Author(s):  
Md. Basiruddin Sk. ◽  
A.K. Khan ◽  
S. Lenka ◽  
B. Syed ◽  
J. Chakraborty ◽  
...  

2020 ◽  
Vol 165 ◽  
pp. 04034
Author(s):  
Hong Li

This article mainly analyses different representations of bridge seismic damage and their causes, discusses mostly the analytic means of bridge structures’ elastic-plastic earthquake response and the design method of ductile earthquake-resistance. In the end, the developing trends of the method in future are introduced, the suggestions of modifying the specification are given.


2016 ◽  
Vol 113 (5) ◽  
Author(s):  
Raja Rizwan Hussain ◽  
Abdulrahman Alhozaimy ◽  
Abdulaziz Al Negheimish ◽  
J. K. Singh ◽  
D. D. N. Singh

2020 ◽  
pp. 1-5
Author(s):  
Adejo O H ◽  

Reinforcement steel bars are often exposed to the atmosphere before use in concrete structures. This exposure results in corrosion of these reinforcement bars. Corrosion of reinforcement bars is a common form of degradation of reinforced concrete structures. The electrochemical attack affects the mechanical properties of steel rebars. This study analysed the effect of exposing reinforcing steel bars to the atmosphere. The bars were divided into two; one part was exposed to the atmosphere for a period of four months during the rainy season while the other was unexposed. Afterwards; some mechanical, corrosion and metallographic tests were carried out on the steel samples. The results obtained showed that the hardness, impact strength and ductility increased with exposure while the yield and tensile strengths decreased with exposure. The exposed bar had high corrosion rates than the unexposed bar in 1M hydrochloric acid (HCl) while in 1M sodium chloride (NaCl), the corrosion rates for both the exposed and unexposed bars did not follow a particular trend.


Sign in / Sign up

Export Citation Format

Share Document