Masters Theses in the Pure and Applied Sciences

Masters Theses in the Pure and Applied Sciences
Author: Wade H. Shafer
Publisher: Springer Science & Business Media
Total Pages: 341
Release: 2012-12-06
Genre: Science
ISBN: 1461559693

Masters Theses in the Pure and Applied Sciences was first conceived, published, and disseminated by the Center for Information and Numerical Data Analysis and Synthesis (CINDAS)* at Purdue University in 1957, starting its coverage of theses with the academic year 1955. Beginning with Volume 13, the printing and dis semination phases of the activity were transferred to University Microfilms/Xerox of Ann Arbor, Michigan, with the thought that such an arrangement would be more beneficial to the academic and general scientific and technical community. After five years of this jOint undertaking we had concluded that it was in the interest of all concerned if the printing and distribution of the volumes were handled by an international publishing house to assure improved service and broader dissemination. Hence, starting with Volume 18, Masters Theses in the Pure and Applied Sciences has been disseminated on a worldwide basis by Plenum Publishing Corporation of New York, and in the same year the coverage was broadened to include Canadian universities. All back issues can also be ordered from Plenum. We have reported in Volume 40 (thesis year 1995) a total of 10,746 thesis titles from 19 Canadian and 144 United States universities. We are sure that this broader base for these titles reported will greatly enhance the value of this impor tant annual reference work. While Volume 40 reports theses submitted in 1995, on occasion, certain uni versities do report theses submitted in previous years but not reported at the time.

Corrosion of Reinforcement in Concrete (EFC 25)

Corrosion of Reinforcement in Concrete (EFC 25)
Author: J. Mietz
Publisher: CRC Press
Total Pages: 226
Release: 2020-08-13
Genre: Science
ISBN: 1000122433

This book compiles the full papers presented in the successful session "Corrosion of Steel in Concrete" at EUROCORR '97. It highlights the areas of technical development in this field, including monitoring of steel reinforcement corrosion, prevention of corrosion and electrochemical repair methods.

Long-term Performance of Corrosion Inhibitors Used in Repair of Reinforced Concrete Bridge Components

Long-term Performance of Corrosion Inhibitors Used in Repair of Reinforced Concrete Bridge Components
Author: Moavin Islam
Publisher: DIANE Publishing
Total Pages: 58
Release: 2003
Genre: Concrete bridges
ISBN: 1428995242

The primary objective of the project was to determine the effectiveness of cathodic protection, electrochemical chloride extraction, and corrosion-inhibitor treatment systems installed during the SHRP effort through the long-term evaluation of 32 field test sites and a number of laboratory concrete slab specimens. The FHWA program required monitoring the long-term performance of corrosion inhibitor treatments on selected components of four bridges that were treated and evaluated under SHRP C-103. Three evaluations over a period of 5 years were conducted on structures located in Minnesota, New York and Pennsylvania, and two evaluations were conducted on a structure in Washington State. An analysis of the results concluded that neither of the corrosion inhibitors evaluated in this study, using the specified repairs and exposed to the specific environments, provided any corrosion-inhibiting benefit. Shrinkage cracking plagued repairs at all test sites except for the Washington site.

Detection of Steel Corrosion in Bridge Decks and Reinforced Concrete Pavement

Detection of Steel Corrosion in Bridge Decks and Reinforced Concrete Pavement
Author: Vernon J. Marks
Publisher:
Total Pages: 50
Release: 1977
Genre: Bridges
ISBN:

The Iowa Department of Transportation initiated this research to evaluate the realiability, benefit and application of the corrosion detection device. Through field testing prior to repair projects and inspection at the time of repair, the device was shown to be reliable. With the reliability established, twelve additional devices were purchased so that this evaluation procedure could be used routinely on all repair projects. The corrosion detection device was established as a means for determining concrete removal for repair. Removal of the concrete down to the top reinforcing steel is required for all areas exhibiting electrical potentials greater than 0.45 Volt. It was determined that the corrosion detection device was not applicable to membrane testing. The corrosion detection device has been used to evaluate corrosion of reinforcing steel in continuously reinforced concrete pavement.

Development of a Prototype Version of an Embeddable Corrosivity Measuring Instrument for Reinforced Concrete

Development of a Prototype Version of an Embeddable Corrosivity Measuring Instrument for Reinforced Concrete
Author: R. G. Kelly
Publisher:
Total Pages: 30
Release: 2002
Genre: Measuring instruments
ISBN:

To address the problem of safely and quantifiably detecting corrosion in a cost-effective and timely manner, the University of Virginia and Virginia Technologies, Inc. have developed a remotely accessible, networked, embedded corrosion instrument. The instrument measures the corrosion rate and open circuit potential of a sample of black steel reinforcement in the concrete of interest. It does not directly measure the corrosion parameters of the nearby bars in the reinforcement network but instead measures the corrosivity of the concrete environment nearby. The instrument also measures the conductivity of the concrete, which can be used to assess the moisture content of the concrete. An onboard temperature sensor records the internal temperature of the concrete and an Ag/AgCl ion specific electrode (ISE) can detect increasing changes in chloride concentration. These measurements combined provide a fairly comprehensive snapshot of the internal electrochemical corrosivity of the structure. The instrument also contains the necessary circuitry to stimulate and measure a strain gauge external to the instrument, which can be used to measure mechanical stresses caused by the buildup of corrosion products on the reinforcement steel. A rugged, environmentally sealed enclosure was designed and molded to provide protection for the electronics, a rigid mounting surface for the electrodes, and features for mounting the instrument to the rebar. A finite element analysis was performed for the enclosure embedded in a bridge deck to show that the Embedded Corrosion Instrument (ECI) could withstand the compressive and tensile forces encountered in the bridge without rupturing or compromising the integrity of the bridge. Successful laboratory tests of the prototype were performed that demonstrate its ability to detect changes in corrosivity, analyze them, and communicate them in a useable form to the operator. In the spring of 2002, four instruments were installed in the 29/460 interchange near Lynchburg, Virginia. Their functionality is being monitored via a wireless cellular connection. Thus, there is no need to visit the site to collect corrosion information. The entire system is powered directly from the rechargeable battery. The solar panel is used to maintain the charge level of the battery. A single battery is being used to power all of the microinstruments installed on a bridge. The most important achievements of the project are the development, demonstration, and field installation of a microinstrument prototype that can measure multiple parameters relevant to corrosivity and communicate this information via a wireless cellular connection to a central site. Specific recommendations include continued monitoring of the instruments installed in the 29/460 interchange, and expansion of microinstrument use to long-term laboratory measurements at the Virginia Transportation Research Council in studies of inhibitors and other corrosion mitigation strategies.