Laboratory investigation to study the corrosion initiation of rebars in fly ash concrete

2014 ◽  
Vol 66 (20) ◽  
pp. 1051-1064 ◽  
Author(s):  
Idrees Zafar ◽  
Takafumi Sugiyama
Keyword(s):  
Fly Ash ◽  
Laboratory Investigation ◽  
Fly Ash Concrete ◽  
Corrosion Initiation

A Laboratory Investigation on the Production of Sustainable Bacteria-Blended Fly Ash Concrete

2016 ◽  
Vol 42 (3) ◽  
pp. 1039-1048 ◽  
Author(s):  
Santosh Ashok Kadapure ◽  
Girish S. Kulkarni ◽  
K. B. Prakash
Keyword(s):  
Fly Ash ◽  
Laboratory Investigation ◽  
Fly Ash Concrete

Probabilistic modeling to predict fly-ash concrete corrosion initiation

2020 ◽  
Vol 30 ◽  
pp. 101296
Author(s):  
Juan Lizarazo-Marriaga ◽  
Camilo Higuera ◽  
Isaías Guzmán ◽  
Leonardo Fonseca
Keyword(s):  
Fly Ash ◽  
Probabilistic Modeling ◽  
Fly Ash Concrete ◽  
Corrosion Initiation ◽  
Concrete Corrosion

Effects of Elevated Temperatures on the Compressive Strength of HFCC

2011 ◽  
Vol 261-263 ◽  
pp. 416-420 ◽  
Author(s):  
Fu Ping Jia ◽  
Heng Lin Lv ◽  
Yi Bing Sun ◽  
Bu Yu Cao ◽  
Shi Ning Ding
Keyword(s):  
Compressive Strength ◽  
Elevated Temperature ◽  
Fly Ash ◽  
Room Temperature ◽  
Elevated Temperatures ◽  
Relative Strength ◽  
Ordinary Concrete ◽  
Residual Compressive Strength ◽  
Fly Ash Concrete ◽  
The Relationship

This paper presents the results of elevated temperatures on the compressive of high fly ash content concrete (HFCC). The specimens were prepared with three different replacements of cement by fly ash 30%, 40% and 50% by mass and the residual compressive strength was tested after exposure to elevated temperature 250, 450, 550 and 650°C and room temperature respectively. The results showed that the compressive strength apparently decreased with the elevated temperature increased. The presence of fly ash was effective for improvement of the relative strength, which was the ratio of residual compressive strength after exposure to elevated temperature and ordinary concrete. The relative compressive strength of fly ash concrete was higher than those of ordinary concrete. Based on the experiments results, the alternating simulation formula to determine the relationship among relative strength, elevated temperature and fly ash replacement is developed by using regression of results, which provides the theoretical basis for the evaluation and repair of HFCC after elevated temperature.

scholarly journals APPLICATION OF WATER LAYER MODEL TO FRESH PROPERTIES OF FLY ASH CONCRETE

2006 ◽  
Vol 62 (2) ◽  
pp. 402-415
Author(s):  
Takashi KAJI ◽  
Mitsuhiro ISHII ◽  
Chikanori HASHIMOTO ◽  
Hiroyuki MIZUGUCHI
Keyword(s):  
Fly Ash ◽  
Water Layer ◽  
Fresh Properties ◽  
Layer Model ◽  
Fly Ash Concrete
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