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Creator:: Balch, Robert Lyle
Resource Type:: Masters Thesis
Full Text:: buckling load of a column with arbitrary end conditions :4 AN EXPRINENTAL NONDESTFUCTIVE FTHOD FOR

Creator:: Cato, Stuart Leslie
Abstract:: This thesis investigated the methods of failure in the webs of built up girders. The beams had rectangular holes five and one-half inches wide and seven and one-half inches high with rounded corners in a web fourteen inches deep between flanges. The longitudinal position of the hole edge varied from...
Resource Type:: Masters Thesis
Full Text:: Web buckling failure of built-up girders with rectangular

Creator:: Guo, Yizhi
Abstract:: Prepreg is widely used in composite manufacturing with advanced composites such as carbon and aramid. The material is characterized by a degree of flexibility (drape) and stickiness (tack), which allows an efficient layup on molds with complex shapes. However, axial instability of compressed fibers during the molding process may occur,...
Resource Type:: Masters Thesis
Full Text:: prepreg without buckling or wrinkling on compressed side is confirmed

Creator:: Lingam, Gopi K.
Abstract:: A significant barrier to the diffusion bonding of large (i.e. 600 mm) microchannel devices is the large capital investment required to setup production. This large capital investment extends from long heating and cooling cycles leading to poor production capacities. Empirical studies in industry have shown that cooling rate is limited...
Resource Type:: Masters Thesis
Full Text:: is believed to be caused by thermal buckling. In this thesis, the limits of cooling rates during

Creator:: Hafner, Anthony G.
Abstract:: The collapse of the I-35W Bridge in Minneapolis, MN on August 1, 2007 brought into question the design and inspection of gusset plates in steel truss bridges. The experimental tests performed in this research study the sway-buckling strength and behavior of large-scale steel gusset plates in an isolated truss connection....
Resource Type:: Masters Thesis
Full Text:: Steel Gusset Plates in Sway-buckling Response Including Effects of Corrosion and Retrofit Options

ScholarsArchive@OSU