DocumentCode
3166078
Title
Durability evaluation of post-fire concrete structure based on carbonation
Author
Zi, Wei ; Yu, Zhiwu
Author_Institution
Coll. of Civil Eng., Central South Univ., Changsha, China
fYear
2011
fDate
16-18 April 2011
Firstpage
1175
Lastpage
1177
Abstract
Fire is greatly harmful to the safety and serviceability of concrete structures. In fact, it affects the durability of concrete, which leads to the damage or even collapse of structures. The high temperature caused by fire can aggravate the carbonation of concrete, and there are also other common factors that influence the durability of the post-fire concrete as well, such as chloride corrosion and freeze-thaw damage. Those may speed up the corrosion of steel and worsen the performance of concrete structure, so the standard for the durability evaluation of post-fire concrete structure should be built up urgently. Based on the calculation methods of concrete structure in atmospheric conditions and combined with the engineering case, this paper gives the calculation means of durability failure time and the standard for durability evaluation of post-fire concrete structure.
Keywords
corrosion; durability; fires; reinforced concrete; safety; steel; structural engineering; chloride corrosion; concrete carbonation; concrete durability; concrete structure safety; concrete structure serviceability; durability evaluation; freeze-thaw damage; post-fire concrete structure; steel corrosion; Concrete; Corrosion; Fires; Maintenance engineering; Steel; Temperature distribution; carbonation; durability; fire; standard; temperature;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location
XianNing
Print_ISBN
978-1-61284-458-9
Type
conf
DOI
10.1109/CECNET.2011.5769156
Filename
5769156
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