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14493 total products found.
Picture for 09369 New Results on the Selection of Nickel Alloys and a 6% Mo Special Stainless Steel for High Tem
Available for download

09369 New Results on the Selection of Nickel Alloys and a 6% Mo Special Stainless Steel for High Temperature Acid Service

Product Number: 51300-09369-SG
ISBN: 09369 2009 CP
Author: Ralph Babler and Helena Alves
Publication Date: 2009
$20.00
Picture for 10153 Wireless Potential Mapping of Reinforced Concrete Structures
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10153 Wireless Potential Mapping of Reinforced Concrete Structures

Product Number: 51300-10153-SG
ISBN: 10153 2010 CP
Author: Kenji Reichling and Michael Raupach
Publication Date: 2010
$20.00
Picture for Carbonation-Induced Corrosion Assessment for Reinforced Concrete Structures
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Carbonation-Induced Corrosion Assessment for Reinforced Concrete Structures

Product Number: 51324-21169-SG
Author: Kingsley Lau; Samanbar Permeh; Sepehr Faridmarandi; Mansoureh Ghahfarokhi; Atorod Azizinamini
Publication Date: 2024
$40.00
Rebar corrosion induced by carbonation of concrete can occur in structures in both wet and dry exposures. This corrosion can become increasingly relevant in buildings as housing structures age and concrete carbonation occurs. The corrosion risk can vary depending on inter-related factors that include design, materials, and environmental exposure. The risk of corrosion furthermore can be assessed by the corrosion initiation and propagation phases. In this work two sets of testing were performed, including large scale concrete column testing to assess the corrosion behavior of steel subjected to loading and small-scale concrete testing to identify the effect of material and moisture condition environments on carbonation penetration. Concrete was cast with different water-to-cement ratio, limestone aggregate size, and conditioned in various moisture environments. The concrete specimens conditioned in wet conditions maintained in extended accelerated carbonation conditioning for up to 1 month of continuous carbonation of near 100% CO2 at 20 psi did not yield any significant carbonation penetration due to the slow rate of CO2 penetration. Concrete carbonation for the concrete specimens maintained in the dry condition fully carbonated within 67 hours and significant carbonation occurred for the concrete specimens maintained at 75%RH. In the carbonated concrete, the corrosion rate ranged from 0.2-0.8 µA/cm2. In presence of an external compressive force, the corrosion rates were similar; however, the time to corrosion initiation was delayed in time by a factor of 1.6-2. It is evident that both corrosion initiation and propagation should be considered when establishing recommendations for structural health monitoring and inspection.
Picture for 09503 Corrosion Inhibitor Systems for Rebar in Concrete Structures
Available for download

09503 Corrosion Inhibitor Systems for Rebar in Concrete Structures

Product Number: 51300-09503-SG
ISBN: 09503 2009 CP
Author: Ashok Kumar and Larry D. Stephenson
Publication Date: 2009
$20.00
Picture for 03309 LIFE-CYCLE COST ANALYSIS
FOR REINFORCED
Available for download

03309 LIFE-CYCLE COST ANALYSIS FOR REINFORCED CONCRETE BRIDGE DECKS

Product Number: 51300-03309-SG
ISBN: 03309 2003 CP
Author: M. Yunovich, N. G. Thompson, Y. P. Virmani
$20.00
Picture for 00578 CORROSION RESISTANCE OF DUPLEX AND
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00578 CORROSION RESISTANCE OF DUPLEX AND 4-6% MO-CONTAINING STAINLESS STEELS IN FGD SCRUBBER ABSORBER SLURRY ENVIRONMENTS

Product Number: 51300-00578-SG
ISBN: 00578 2000 CP
Author: B. S. Phull, W. L. Mathay, R. W. Ross
$20.00