scholarly journals Experimental Study on Anode Life and Effective Distance of Sacrificial Cathodic Protection in Reinforced Concrete

2020 ◽  
Vol 24 (6) ◽  
pp. 159-169
Author(s):  
Wanchai Yodsudjai ◽  
Salila Rakvanich

The purposes of this study were to examine influences of concrete quality and environmental severity on anode life and to determine effective distance of sacrificial cathodic protection in reinforced concrete. 100 x 100 x 400 mm3 concrete beams embedded with a reinforcement at distance of 25 mm from top surface were prepared and sacrificial zinc anode plates were attached on top surface of specimens. 700 x 700 x 75 mm3 concrete slabs embedded with reinforcement mesh of 150 mm spacing were prepared and sacrificial anode were attached on top surface of concrete slabs at lower-left corner. The concrete beams and slabs were then exposed to wet-dry cycle and impressed voltage corrosion accelerations. The anode life was determined by time taken for total consumption of anode in concrete beams and the effective distance was determined by distance influenced by polarization effect of sacrificial anode in concrete slabs. Time taken for total consumption of anode and polarization effect were interpreted from corrosion potential data conducted in accordance with the ASTM C876. As a result, the anode life increased with increasing of concrete quality and decreased with increasing of the environmental severity. The effective distance was approximately 500-600 mm from the anode-installed position.

2015 ◽  
Vol 1125 ◽  
pp. 345-349 ◽  
Author(s):  
Jin A Jeong

This study is to acquire the confirmation data regarding the cathodic protection characteristics for reinforced concrete beam specimens with zinc sacrificial anode in 15% salt water. It was possible to confirm the performance of sacrificial anode cathodic protection system by the measurement of potentials and concrete resistivity for the reinforced concrete beam specimens applied with zinc sacrificial anode in mortar topside of the concrete specimens. The corrosion potential and cathodic protection potential were measured by potentiostat, and 4 hour depolarization potentials were measured after disconnecting with anode for 4 hours. It was confirmed that the cathodic protection for reinforced concrete structures by means of zinc sacrificial anode were very effective corrosion protection technology in marine environments.


Author(s):  
Farah Farhana Zainal ◽  
Nur Hawani Hanisah Ismail ◽  
Mohammad Firdaus Abu Hashim ◽  
Yusrina Mat Daud ◽  
Mohd Mustafa Al Bakri Abdullah ◽  
...  

2015 ◽  
Vol 1125 ◽  
pp. 350-354 ◽  
Author(s):  
Jin A Jeong ◽  
Chung Kuk Jin

This paper represents the experimental studies on the throwing power of sacrificial anode cathodic protection system applied to reinforced concrete piles in salt water condition by means of zinc anodes. Many previous studies show the effectiveness of sacrificial anode cathodic protection system, however, the major problem of sacrificial anode cathodic protection system is limited a distance to the point reaching protection current from the anode in high resistivity environments such as concrete, etc. In case of concrete pile in sea water condition, it should be combined submerged zone, tidal zone, splash zone, and atmospheric zone. In this study, the cathodic protection current by zinc sacrificial anodes was limited to scores of centimeters above the water line with tidal, depending on the concrete resistivity. Experimental tests were carried out on pile type reinforced concrete specimens with the change of water level. The test factors were corrosion and protection potential, current, and 4 hour depolarization potential. As a result of tests, cathodic protection current by zinc sacrificial anode was influenced up to about 10cm above the water line, and high resistivity areas such as atmospheric zone could not be protected with this system.


2014 ◽  
Vol 665 ◽  
pp. 167-171 ◽  
Author(s):  
Jin A Jeong

This study is to acquire the confirmation data regarding the cathodic protection and cathodic prevention characteristics for concrete piles in marine bridges and piers exposed to harsh marine environments. It was possible to confirm the performance of cathodic protection by the measurement of potentials and current density the concrete pile specimens applied with zinc mesh sacrificial anode cathodic protection system. The current density for the cathodic protection (CProt) that CP started after a repair of corrosion was higher than that for the cathodic prevention (CPrev) that CP commenced from the beginning of experiment, and 4 hour depolarization potentials were higher in the CPrev system than in the CProt one, and it was confirmed that the CPrev has more protection effect with less protection current, comparing to the CProt.


Jurnal PenSil ◽  
2020 ◽  
Vol 9 (3) ◽  
pp. 188-195
Author(s):  
Ririn Vionica Aritonang ◽  
Nurmaidah Nurmaidah

This study aimed to determine the flexural strength of rectangular reinforced concrete beams by varying the concrete's spiral spacing. Test objects used dimensional beam 15 × 15 × 60 cm with a total of 20 samples, each variation made from 5 samples. The variation in spiral spacing without reinforcement was 2,5 cm, 5 cm, and 10 cm.  The concrete quality plan used FC 30 MPa. Based on the analysis results noted that at a maximum flex load of 47.54 kN and a maximum bending moment of 3.579 kNm, the maximum bending load of 37.8 kN and a maximum bending moment of 2.849 kNm, and a maximum bending moment of 33.26 kN and A maximum of flexible paces of 2.508 kNm for every variation in the distance of the spiral. Based on the hypothesis test using a regression analysis method, the equation obtained was Y = 3,749 -13, 213X. The variation in the spiral spacing of reinforced concrete beams had no significant effect. The crack pattern that occurred on all test objects was generally a bending pattern and subjected to vertical cracks in the 1/3 portion of the beam's pull towards the press area. 


1997 ◽  
Vol 30 (7) ◽  
pp. 399-403 ◽  
Author(s):  
T. Chaussadent ◽  
A. Raharinaivo ◽  
G. Grimaldi ◽  
G. Arliguie ◽  
G. Escadeillas

2017 ◽  
Vol 264 ◽  
pp. 202-205 ◽  
Author(s):  
Zainuddin Yahya ◽  
M.M. Rahman ◽  
M. Daud

This paper presents the cathodic protection of steel embedded concrete of aluminum based alloy in brackish mud. In this experiment, aluminum based alloys containing 5% zinc, 2% magnesium, and 0.5-2% stannum were fabricated. These elements were added because they produce heat treatable alloys, improved anti friction characteristics, fluidibility, and contain highest strengthening effect on aluminum alloys. These alloys were tested as sacrificial cathodic protection for the standard steel embedded concrete exposed to sea water and brackish mud. Surface morphology of the samples after subjected to corrosion was investigated through scanning electron microscopy (SEM) and anode capacity test (efficiency test). The results revealed that sample with the composition of 95.6% of aluminum, 3.83% of zinc, and 0.19% of stannum showed the best performance hence it was selected for cathodic protection in brackish mud.


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