Marine Corrosion Behavior of Bare and Metallic-Coated Steel Reinforcing Rods in Concrete

EA Baker; KL Money; CB Sanborn

doi:10.1520/STP27951S

SYMPOSIA PAPER Published: 01 January 1977

STP27951S

Marine Corrosion Behavior of Bare and Metallic-Coated Steel Reinforcing Rods in Concrete

Source

Concrete failure can develop from many causes, for example, thermal gradients, fatigue, insufficient cover, admixtures, rebar material, and exposure location. Cracking of concrete in itself was not found to be detrimental but could lead to spalling and structural deterioration. Metallic-coated rebars are shown to prevent concrete spalling.

Author Information

Baker, EA

Francis L. LaQue Corrosion Laboratory, The International Nickel Company, Inc., Wrightsville Beach, N. C.

Money, KL

Francis L. LaQue Corrosion Laboratory, The International Nickel Company, Inc., Wrightsville Beach, N. C.

Sanborn, CB

Development Group, The International Nickel Company, Inc., New York, N. Y.

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Details

Developed by Committee: G01

Pages: 30–50

DOI: 10.1520/STP27951S

ISBN-EB: 978-0-8031-4702-7

ISBN-13: 978-0-8031-0301-6

Marine Corrosion Behavior of Bare and Metallic-Coated Steel Reinforcing Rods in Concrete

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