Stephen D. Cramer
United States Department of Energy
Network
Latest external collaboration on country level. Dive into details by clicking on the dots.
Publication
Featured researches published by Stephen D. Cramer.
Cement & Concrete Composites | 2002
Stephen D. Cramer; Bernard S. Covino; Sophie J. Bullard; Gordon R. Holcomb; J.H. Russell; F.J Nelson; H.M. Laylor; Steven M. Soltesz
Abstract Oregons coastal highway includes over 120 bridges, most of which are reinforced concrete bridges. Twelve are historic structures. Over 40,000 m 2 of bridge surface has been repaired and is protected from further corrosion damage using thermal-sprayed zinc anodes in impressed current and galvanic cathodic protection (CP) systems. In addition, thermal-sprayed titanium, thermal-sprayed Al–12Zn–0.2In, and zinc-hydrogel anodes are being evaluated in demonstration projects on coastal bridges. Thermal-sprayed zinc anodes are estimated to have a service life exceeding 25 yr but exhibit increasing anode polarization with electrochemical age. Humectants such as lithium nitrate and lithium bromide can reduce anode polarization and extend anode service life. Catalyzed thermal-sprayed titanium anodes develop no significant anode polarization and exhibit stable long-term performance. Zinc-hydrogel galvanic anodes produce a stable protection current with no evidence of aging effects. One of the more powerful and economical tools available for assessing potential corrosion problems in a structure and for characterizing the corrosivity of bridge microclimates is chloride profiling. Current Oregon DOT specifications call for the use of stainless steel reinforcing bar in deck, beams, and precast prestressed girders, and of microsilica concrete in all future coastal bridge construction. Stainless steel bar adds a 10% premium to total project cost compared to black iron bar but is expected to reduce cumulative costs by 50% over the 120+ yr bridge life.
Materials Characterization | 1997
Gordon R. Holcomb; Stephen D. Cramer
Hollow, high-aspect-ratio nickel sulfide whiskers were formed during aqueous corrosion experiments at 250°C by the U. S. Department of Energy. The whiskers grew radially from Teflon thread at the waterline in acidic sodium sulfate solutions containing chloride additions. The hollow morphology is consistent with that reported for the mineral millerite found in nature in hematite cavities. The data suggest that iron and chloride impurities are necessary for the observed whisker structure.
Archive | 2002
Stephen D. Cramer; Steven A. Matthes; Bernard S. Covino; Sophie J. Bullard; Gordon R. Holcomb
Corrosion | 2003
Steven A. Matthes; Stephen D. Cramer; Sophie J. Bullard; Bernard S. Covino; Gordon R. Holcomb
30th International Technical Conference on Coal Utilization & Fuel Systems, Clearwater, Florida, April 17-22, 2005 | 2005
Gordon R. Holcomb; Bernard S. Covino; Sophie J. Bullard; Stephen D. Cramer; Margaret Ziomek-Moroz
Corrosion | 2004
Sophie J. Bullard; Stephen D. Cramer; Bernard S. Covino; Gordon R. Holcomb; Margaret Ziomek-Moroz; Steven M. Soltesz
Corrosion | 1997
Sophie J. Bullard; Bernard S. Covino; Gordon R. Holcomb; Stephen D. Cramer; Galen E. McGill
Corrosion | 2005
Gordon R. Holcomb; Stephen D. Cramer; Bernard S. Covino; Sophie J. Bullard; Malgorzata Ziomek-Moroz
Corrosion | 2005
Sophie J. Bullard; Bernard S. Covino; Stephen D. Cramer; Gordon R. Holcomb; Margaret Ziomek-Moroz; Brian Meidinger; Russell D. Kane; Dawn C. Eden
Corrosion | 2004
Sophie J. Bullard; Bernard S. Covino; Stephen D. Cramer; Gordon R. Holcomb; Malgorzata Ziomek-Moroz; Margaret Locke; Michael Warthen; Russell D. Kane; David A. Eden; Dawn C. Eden