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Repeated stress tests on carbon steels variously heat treated

Creator:: Morris, Homer Blair
Resource Type:: Masters Thesis
Full Text:: , and was made up of two kinds. 3ne a mild steel of approximately per cent carbon which will be

Heat Treatment of Carbon Steel

Creator:: Taylor, William Everett
Abstract:: All carbon steel that is used in tools, springs, and machine parts where tempering is necessary undergoes three distinct heat treatments: first, heating for forging; second, heating for hardening; and third, heating for tempering.
Resource Type:: Undergraduate Thesis
Full Text:: Heat treatment of carbon steel THE SI S ON seat

Temperature effects on the mechanical properties of welds in three typical structural steels

Creator:: Marshall, Thomas George
Resource Type:: Masters Thesis
Full Text:: Plain Carlxrn Steel "C" Specinens - 0.33 Plain Carbon Steel Material & testing temperature '1gina1

Experimental behavior of wide-flange beams with web holes

Creator:: Horning, Richard Alan
Abstract:: Two built-up wide-flange beams with several large holes in each beam were tested to failure. Strains were measured by strain gages at various levels, located at the ends and center of typical holes, and deflections were measured optically at two points on each beam. Lateral bracing was provided to prevent...
Resource Type:: Masters Thesis
Full Text:: that a hole cut through the middle of a steel beam will affect its strength, even if only

High cycle fatigue modeling and analysis for deck floor truss connection details

Creator:: DePiero, Anthony H.
Abstract:: The Oregon Department of Transportation is responsible for many steel deck truss bridges containing connection details that are fatigue prone. A typical bridge, the Winchester Bridge in Roseburg, Oregon, was analyzed to assess the loading conditions, stress levels, and fatigue life of the connection details. The analysis included linear-elastic beam...
Resource Type:: Masters Thesis
Full Text:: Department of Transportation is responsible for many steel deck truss bridges containing connection details

Effectiveness of special washers as anchorage of prestressing wire

Creator:: Horstkotte, Daniel Kenneth
Resource Type:: Masters Thesis
Full Text:: . L1T 0' FICAS Figure i Test setup for testing anchorages. Pg. 33 F1uro 2 DLil indicator used to

Corrosion of Carbon and Stainless Steels in H₂O-sCO₂ Environments for Power Cycle Applications

Creator:: Teeter, Lucas
Abstract:: The corrosion behaviors of carbon and stainless steels were investigated in supercritical CO₂ (sCO₂ ) containing H₂O and O₂ simulating conditions that exist in direct sCO₂ power cycle heat exchangers. Thermodynamic properties of CO₂-H₂O-O₂ systems related to the corrosion phenomena were determined using NIST software. The exposure tests of the...
Resource Type:: Masters Thesis
Full Text:: Steel Alloys in Supercritical Carbon Dioxide . . . . . . . . . 18 2.3.1 X65

Distortion-induced fatigue cracking of girder-to-crossbeam connection

Creator:: Aljutaili, Dhari S.
Abstract:: Oregon Department of Transportation’s bridge no. 9743b is a multi-span, two-girder steel deck bridge connecting the busy interstates 5 and 205. Vertical cracks have been detected in the welded girder-to-crossbeam connections at the bents. Distortion-induced fatigue is suspected to be responsible for the cracking. Linear elastic beam analysis, 2-D and...
Resource Type:: Masters Thesis
Full Text:: Department of Transportation’s bridge no. 9743b is a multi-span, two- girder steel deck bridge connecting

Behavior of open grid steel bridge decks under service and fatigue loads

Creator:: Fetzer, Peter C.
Abstract:: Open grid steel bridge decks have been in use for nearly a century. These open grid decks provide an economical and lightweight alternative to traditional reinforced concrete decks. As the transportation infrastructure continues to deteriorate, open grid decks can be used as a cost effective way to rehabilitate structurally deficient...
Resource Type:: Masters Thesis
Full Text:: Behavior of Open Grid Steel Bridge Decks Under Service and

Dynamic response of steel structures with semirigid connections

Creator:: Grant, Joseph Edward
Abstract:: The nonlinear response of a ten-story steel structure with semirigid girder connections is studied under conditions of dynamic loading. The dynamic loading used in this study is the North-South component of the May 18, 1940 El Centro, California earthquake. To deal with the complexity of the problem the structure is...
Resource Type:: Dissertation
Full Text:: Dynamic Response of Steel Structures with Semirigid

ScholarsArchive@OSU

Repeated stress tests on carbon steels variously heat treated

Heat Treatment of Carbon Steel

Temperature effects on the mechanical properties of welds in three typical structural steels

Experimental behavior of wide-flange beams with web holes

High cycle fatigue modeling and analysis for deck floor truss connection details

Effectiveness of special washers as anchorage of prestressing wire

Corrosion of Carbon and Stainless Steels in H₂O-sCO₂ Environments for Power Cycle Applications

Distortion-induced fatigue cracking of girder-to-crossbeam connection

Behavior of open grid steel bridge decks under service and fatigue loads

Dynamic response of steel structures with semirigid connections

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