Experimental Study on Crack Detection of Orthotropic Bridge Deck

CICTP 2015 ◽  
2015 ◽  
Author(s):  
Shuyue Zheng ◽  
Xiaojia Chen ◽  
Ke Yang
2014 ◽  
Vol 52 ◽  
pp. 366-374 ◽  
Author(s):  
Douglas Richardson ◽  
Ying Tung ◽  
Daniel Tobias ◽  
Riyadh Hindi

2019 ◽  
Vol 2019 ◽  
pp. 1-9 ◽  
Author(s):  
Youkun Cheng ◽  
Zhenwu Shi

In order to reduce early damage of bridge deck pavement concrete in cold regions, a certain content of nano-SiO2 is added into the concrete to enhance its durability. Through tests on four durability indexes, strength, frost resistance, resistance to Cl− ion permeability, and abrasion resistance of concrete with 1% nano-SiO2 content and concrete without nano-SiO2, the ability of nano-SiO2 to improve the concrete durability of bridge deck pavement is evaluated. The results of tests and analysis show that the incorporation of nano-SiO2 greatly improves the four durability indexes. Nano-SiO2 effectively absorbs the calcium hydroxide released early by the hydration of cement, increases the calcium silicate hydrate content, and elevates the interface between the paste and aggregate of the hardened cement, which improves the durability of the concrete.


ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 2378-2387
Author(s):  
Weijian Wu ◽  
Henk Kolstein ◽  
Milan Veljković ◽  
Richard Pijpers ◽  
Jos Vorstenbosch-Krabbe

2021 ◽  
pp. 002029402110071
Author(s):  
Da Wang ◽  
Benkun Tan ◽  
Xie Wang ◽  
Zhenhao Zhang

The temperature distribution of the bridge and its thermal effect has always been an important issue for researchers. To investigate the temperature distribution and thermal stress in the steel-concrete composite bridge deck, a 1:4 ratio temperature gradient effect experimental study was carried out in this paper. First, a set of experimental equipment for laboratory temperature gradient loading was designed based on the principle of temperature gradient caused by solar radiation, the temperature gradient obtained from the measurements were compared with the specifications and verified by the FE method. Next, the loading of the steel-concrete composite deck at different temperatures was performed. The thermal stress response and change trend of the simply supported and continuously constrained boundary conditions under different temperature loads were analyzed. The experimental results show that the vertical temperature of steel-concrete composite bridge deck is nonlinear, which is consistent with the temperature gradient trend of specifications. The vertical temperature gradient has a great influence on the steel-concrete composite bridge deck under different constraints, and the extreme stress of concrete slab and steel beam is almost linear with the temperature gradient. Finally, some suggestions for steel-concrete composite deck design were provided based on the research results.


2015 ◽  
Vol 100 ◽  
pp. 718-730 ◽  
Author(s):  
A. Rezaiguia ◽  
N. Ouelaa ◽  
D.F. Laefer ◽  
S. Guenfoud

Sign in / Sign up

Export Citation Format

Share Document