scholarly journals A Review of Design Methods of Transverse Reinforcement of Concrete Bridge Deck on Prestressed Girders

Author(s):  
Najiyu Abubakar ◽  
Redzuan Bin Abdullah ◽  
Ahmad Beng Hong Kueh ◽  
Mohammad Salleh Yassin
2011 ◽  
Vol 255-260 ◽  
pp. 1248-1251
Author(s):  
Xian Xi Tang ◽  
Xian Zhou Tang ◽  
Yue Xu ◽  
Wei Guo

In order to study the impact of reforcement stress and concrete cracking of concrete bridge deck caused by the difference of reforcement diameter and spacing, the sub-model analysis was adopted, the bottom horizontal reforcement stress and concrete cracking affected by different diameter and spacing were analysised. The analysis results indicated that When the reforcement spacing was greater than 10cm, the concrete under the most unfavorable position of load would crack; in the vehicle the most unfavorable position, the concrete would crack; When the reinforcement specing was not more than 10cm, if the bar diameter was greater than a certain value, the concrete would not crack. Meanwhile, with the increase of reforcement diameter, steel stress decreased, the possibility of concrete cracking reduced. Combined with the analysis results, the reasonable diameter and spacing of underlying transverse reinforcement of concrete bridge deck were given, the diameter and spacing of other reinforcements of the bridge deck were recommended.


PCI Journal ◽  
2011 ◽  
Vol 56 (3) ◽  
pp. 43-59 ◽  
Author(s):  
Sean R. Sullivan ◽  
Carin L. Roberts-Wollmann ◽  
Matthew K. Swenty

PCI Journal ◽  
1995 ◽  
Vol 40 (1) ◽  
pp. 59-80 ◽  
Author(s):  
Mohsen A. lssa ◽  
Ahmad-Talalldriss ◽  
lraj I. Kaspar ◽  
Salah Y. Khayyat

Author(s):  
Petr Konečný ◽  
Petr Lehner ◽  
David Pustka

The paper is focused on the model of the effect of delayed chloride exposure on the chloride induced corrosion initiation on ideal reinforced concrete bridge. The Finite Element-based numerical model is applied. The effect of concrete quality is expressed in the form of time dependent diffusion coefficient in order to evaluate the effect of concrete type as well as the effect of aging. The influence of extended chloride exposure on the corrosion initiation is introduced.


2021 ◽  
Vol 293 ◽  
pp. 123520
Author(s):  
Ningyi Su ◽  
Liangwei Lou ◽  
Armen Amirkhanian ◽  
Serji N. Amirkhanian ◽  
Feipeng Xiao

2014 ◽  
Vol 1004-1005 ◽  
pp. 1474-1477
Author(s):  
Ze Ying Yang ◽  
Jia You Liu ◽  
Yi Dong Zhang ◽  
Jian Bo Qu

By numerical simulation and contrasting with experimental conclusions, mechanical models in every loading stage of CFRP reinforced concrete bridge deck were established. The results showed that, numerical simulation results of non-prestressed bridge decks fitted corresponding test results well. The stiffness of prestressed structures had been greatly improved than non-prestressed structures, so the high strength performance of CFRP had been used more effectively.


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