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An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions

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

Web buckling failure of built-up girders with rectangular holes

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

Application of buckling behavior to evaluate and control shape variation in high-temperature microlamination

Creator:: Wattanutchariya, Wassanai
Abstract:: The miniaturization of energy, chemical and biological systems for distributed and portable applications, known as process intensification, is realized by the enhancement in heat and mass transfer performance within high surface-to-volume ratio microchannels. Fabrication of devices for process intensification is achieved in part by microlamination techniques. These techniques consist of...
Resource Type:: Dissertation
Full Text:: Application of buckling behavior to evaluate and control shape

Supplement to compression, tension, and shear tests on yellow-poplar plywood panels of sizes that do not buckle with tests made at various angles to the face grain : tension tests

Creator:: Norris, Charles, B. (Charles Brazer), 1894-, McKinnon, P. F., and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed, 1962. Original report published 1945.
Resource Type:: Technical Report

Buckling of long, thin, plywood cylinders in axial compression

Creator:: Forest Products Laboratory (U.S.), March, H. W., Norris, Charles, B. (Charles Brazer), 1894-, and Kuenzi, Edward W.
Abstract:: Information reviewed and reaffirmed, 1962. Original report published in 1943.
Resource Type:: Technical Report
Full Text:: AGRICULTURE FOREST SERVICE In Cooperation with the University of Wisconsin BUCKLING OF LONG, THIN

Buckling of flat plywood plates in compression, shear, or combined compression and shear

Creator:: Forest Products Laboratory (U.S.) and March, H. W.
Abstract:: Information reviewed and reaffirmed 1962. Original report published April 1942.
Resource Type:: Technical Report
Full Text:: ,GRICULTURE FOREST SERVICE FOREST PRODUCTS LABORA,TO-R.Y i . MadisonS, Wiscons in : ' BUCKLING OF FLAT

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling of flat isotropic plates in compression, shear, or combined compression and shear

Creator:: Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed 1960. Original report dated September 1942.
Resource Type:: Technical Report
Full Text:: . 1316-A BUCKLING OF FLAT ISOTROPIC PLATES IN COMPRESSION SHEAR, OR GOMBINED COMPRESSION AND SHEAR

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling of plates of any symmetrical construction. Edges simply supported. Buckling of plates with two edges clamped.

Creator:: March, H. W. and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed 1962. Original report published 1942.
Resource Type:: Technical Report
Full Text:: , OR COMBTNTD COATPRISSTON AND SHf,AP Buckling of Plates of any Symmotrical Construction. Edges_Simply

Buckling of thin, curved, plywood plates in axial compression

Creator:: Forest Products Laboratory (U.S.) and Kuenzi, Edward W.
Abstract:: This report is one of a series issued in cooperation with the Army-Navy-Civil Committee on Aircraft Design Criteria under the supervision of the Aeronautical Board. Information reviewed and reaffirmed 1960.
Resource Type:: Technical Report
Full Text:: stiffeners were incorporated. The conclusions are briefly that the buckling stresses of thin, curved plywood

Supplement to compression, tension, and shear tests on yellow-poplar plywood panels of sizes that do not buckle with tests made at various angles to the face grain : shear tests

Creator:: Norris, Charles, B. (Charles Brazer), 1894-, McKinnon, P. F., and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed, 1962. Original report published 1945.
Resource Type:: Technical Report

ScholarsArchive@OSU

An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions

Web buckling failure of built-up girders with rectangular holes

Application of buckling behavior to evaluate and control shape variation in high-temperature microlamination

Supplement to compression, tension, and shear tests on yellow-poplar plywood panels of sizes that do not buckle with tests made at various angles to the face grain : tension tests

Buckling of long, thin, plywood cylinders in axial compression

Buckling of flat plywood plates in compression, shear, or combined compression and shear

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling of flat isotropic plates in compression, shear, or combined compression and shear

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling of plates of any symmetrical construction. Edges simply supported. Buckling of plates with two edges clamped.

Buckling of thin, curved, plywood plates in axial compression

Supplement to compression, tension, and shear tests on yellow-poplar plywood panels of sizes that do not buckle with tests made at various angles to the face grain : shear tests

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