Index Catalog // ScholarsArchive@OSU

Creator:: Forest Products Laboratory (U.S.), Jenkinson, Paul M., and Kuenzi, Edward W.
Abstract:: Information reviewed and reaffirmed in 1965. Original report issued December 1959.
Resource Type:: Technical Report
Full Text:: WRINKLING OF THE FACINGS Of ALUMINUM AND STAINLESS STEEL SANDWICH SUIIIECTED IC EDGEWISE COMPRESSION

Creator:: Garfinkel, David
Abstract:: Duplex stainless steels (DSS) are an attractive potential material in nuclear power generation systems due to an excellent combination of corrosion resistance, strength, toughness, and affordability. Thermal embrittlement caused by phase instability in the temperature range of ~300-550°C severely limits the service temperature of DSS. The rate of embrittlement varies...
Resource Type:: Masters Thesis
Full Text:: : Role of Alloying on the Thermal Stability of Duplex Stainless Steel. Abstract approved

Creator:: Lian, Sidi
Abstract:: CPM-M4 tool steel is a commonly used knife blade material due to its high strength and wear resistance. The goal of this thesis is to understand how heat treatment parameters affect blade performance and microstructure.Five heat treatments were applied to CPM-M4 steel by varying austenitizing and tempering temperatures. The microstructures...
Resource Type:: Masters Thesis

Creator:: Fast, Cody P.
Abstract:: Variations in heat treatments have significant effects on the microstructure of tool steels. For CPM-M4 tool steel, the changes in microstructure and mechanical properties were observed based off of variations in temperature. Five heat treatments with constant exposure time and variable austenitizing and tempering temperatures were performed on samples of...
Resource Type:: Masters Thesis
Full Text:: : Heat Treatment Effects on the Mechanical Properties and Microstructure of CPM-M4 Tool Steel

Creator:: Triska, Mary Ann
Abstract:: Large numbers of reinforced concrete deck girder bridges that were constructed during the interstate system expansion of the 1950s have developed diagonal cracking in the stems. Compared to the present AASHTO-LRFD standards, the provisions of the 1950s allowed for higher shear stress in the concrete, thus reducing the amount of...
Resource Type:: Masters Thesis
Full Text:: on April 29, 2010. Title: Flexural Steel Anchorage Performance at Diagonal Crack Locations

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