CALCULATION OF REINFORCED CONCRETE CHIMNEY BASED ON DIAGRAMMS OF CONCRETE AND STEEL DEFORMATION

Author(s):  
S Shmatkov ◽  
◽  
V Shturmin ◽  
2013 ◽  
Vol 671-674 ◽  
pp. 1672-1675
Author(s):  
Yan Hui Li ◽  
Yang Yang Zhang ◽  
Jing Cun Wei ◽  
Yun Feng Wu

Through calculation and analysis on routine examination and neutralization of reinforced concrete chimney, the service life of concrete structure was evaluated only considering neutralization of concrete single factor. The results show that the neutralization of the reinforced concrete chimney was serious than that of other similar projects. The initiation time of reinforcement corrosion were 19.3a, cracking time of concrete cover were 27.35a.


2014 ◽  
Vol 24 (6) ◽  
pp. 440-460 ◽  
Author(s):  
Changdong Zhou ◽  
Xulang Zeng ◽  
Qinglong Pan ◽  
Bin Liu

2011 ◽  
Vol 243-249 ◽  
pp. 5610-5613 ◽  
Author(s):  
Hong Bin Liu ◽  
Meng Li

This paper introduced a project of reinforced concrete chimney with a height of 90 meters, which does not stop construction at nearly 200 degree Celsius, increased the height of the chimney with 10 meters. Reasonable structural measures were promoted to ensure the normal pouring of concrete chimneys. Compared with the normal condition, this measure is economical, low investment, feasible, etc. It provides far-reaching significance that increasing the height of the reinforced concrete chimney at the high temperature state.


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