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Effect of core thickness on shear properties of aluminum honeycomb core

Creator:: Forest Products Laboratory (U.S.), Jenkinson, Paul M., and Kuenzi, Edward W.
Abstract:: This report is one of a series issued in cooperation with the ANC-23 Panel on Composite Construction for Flight Vehicles of the Departments of the Air Force, Navy, and Commerce.
Resource Type:: Technical Report
Full Text:: inch, which agrees with the values in table 1. 4Kuenzi, E. W. Mechanical Properties of Aluminum

Method of measuring the shearing moduli in wood

Creator:: March, H. W., Kuenzi, Edward W., Kommers, William J., and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued to aid the nation's war program. Publication restrictions have been removed.
Resource Type:: Technical Report

Supplement to interlaminar shear strength of glass-fiber-reinforced plastic laminates

Creator:: Youngs, R. L. (Robert Leland), 1924- and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the ANC-17 Panel on Plastics for Aircraft of the Departments of the Air Force, Navy, and Commerce. Information reviewed and reaffirmed 1962. Original report issued November 1956.
Resource Type:: Technical Report
Full Text:: Curing Agent CL. Laminates made with Epon 828 resin and Curing Agent CL generally have higher mechanical

Interlaminar shear strength of glass-fiber-reinforced plastic laminates

Creator:: Werren, Fred, Heebink, Bruce G., and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the ANC-17 Panel on Plastics for Aircraft of the Departments of the Air Force, Navy, and Commerce. Information reviewed and reaffirmed 1960. Original report issued September 1955.
Resource Type:: Technical Report
Full Text:: different types of resin follow. -Supplement to Mechanical Properties of Plastic Laminates. Forest Products

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

Creator:: Norris, Charles, B. (Charles Brazer), 1894-, Voss, Arnold W., and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed, September 1961. Original report dated October 1943.
Resource Type:: Technical Report

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling of flat plywood plates in compression with face grain at 0 degrees and 90 degrees to load

Creator:: Norris, Charles, B. (Charles Brazer), 1894-, Voss, Arnold W., and Forest Products Laboratory (U.S.)
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 1962. Original dated June 1943.
Resource Type:: Technical Report

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling of flat plywood plates in uniform shear with face grain at angled of 0 degrees, +45 degrees, and 90 degrees

Creator:: Voss, Arnold W., Norris, Charles, B. (Charles Brazer), 1894-, Palma, Joseph, and Forest Products Laboratory (U.S.)
Abstract:: Revised July 1950. Information reviewed and reaffirmed 1962.
Resource Type:: Technical Report

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : Buckling tests of flat plywood plates in compression with face grain 45 degrees to load -- Loaded edges clamped, others simply supported

Creator:: Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed 1962. Original report published in 1949.
Resource Type:: Technical Report
Full Text:: u t f r o m Z - b y 5 - f o o t p lywood pane ls . The mechanical and elast ic propert ies of

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : effective width of thin plywood plates at maximum load in compression with the face grain at 0°, 15°, 30°, 45°, 60°, 75°, and 90° to load

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

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling tests of flat plywood plates in compression with face grain at 15°, 30°, 45°, 60°, and 75° to load

Creator:: Norris, Charles, B. (Charles Brazer), 1894-, Voss, Arnold W., and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed 1960. Original report dated November 1943. 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.
Resource Type:: Technical Report

ScholarsArchive@OSU

Effect of core thickness on shear properties of aluminum honeycomb core

Method of measuring the shearing moduli in wood

Supplement to interlaminar shear strength of glass-fiber-reinforced plastic laminates

Interlaminar shear strength of glass-fiber-reinforced plastic laminates

Supplement to 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 plywood plates in compression with face grain at 0 degrees and 90 degrees to load

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling of flat plywood plates in uniform shear with face grain at angled of 0 degrees, +45 degrees, and 90 degrees

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : Buckling tests of flat plywood plates in compression with face grain 45 degrees to load -- Loaded edges clamped, others simply supported

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : effective width of thin plywood plates at maximum load in compression with the face grain at 0°, 15°, 30°, 45°, 60°, 75°, and 90° to load

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling tests of flat plywood plates in compression with face grain at 15°, 30°, 45°, 60°, and 75° to load

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