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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
Full Text:: Thle report presente the resulte of corrpreeelon teste of thin plywood plates at 0" and 90" to the face

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
Full Text:: iaboratbry Mirneo. No. lB16; i lBuckLlng of Flat Plywood Plates ln Cornpression, Shlar or Combined

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
Full Text:: Supplemont to BUCKIING Ot flAT plywooD pliTts tN coilpRrsstoN, sHfAR

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:: BUCKLING OF FLAT PLYWOOD PLATES IN COMPRESSION, SHEAR, OR COMBINED COMPRESSION AND SHEAR1 Buckl ing Tests

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
Full Text:: Supplement to DUCKLING OF FEAT PLYWOOD PLATES IN COMPRESSION

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
Full Text:: Products Laboratory Madison, Wisconsin 53705 Supplement to 13IJCICLING or FLAT PLYWOOD PLATES IN

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling of long, flat plywood plates under uniform shear. Grain of face plies inclined to edges. Edges clamped

Creator:: March, H. W. and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed 1962. Date of original report October 1943.
Resource Type:: Technical Report
Full Text:: Supplement to 13UCELINC or FLAT PLYWOOD PLATES IN COMPRESSION

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

The dynamic shear moduli of blubber for selected large whale species

Creator:: Summers, Michael P.
Abstract:: Whale blubber is the insular tissue layer located between the dermis and the superficial fascia layer which sheathes the whale's musculature. It is made up of a lipid matrix ramified with strong, structural collagen and elastic fiber bundles, but little is known of its mechanical properties. Knowing these properties adds...
Resource Type:: Masters Thesis
Full Text:: measurements of the complex dynamic shear modulus (G*=G’+iG”), a viscoelastic mechanical property, of

Shear stability of flat panels of sandwich construction

Creator:: Kuenzi, Edward W., Ericksen, Wilhelm S., Zahn, John J., and Forest Products Laboratory (U.S.)
Abstract:: Revised May 1962. Original report dated May 1947.
Resource Type:: Technical Report
Full Text:: behavior of flat plywood panels when subjected to shear. An approximate ex- tension of the plywood theories

Evaluation of Abaqus for simulating quasi-static Mode III shear of edge notched carbon fiber reinforced polymer panels

Creator:: Hyder, Imran
Abstract:: The ability to engineer stiffness and strength in any desired direction make composites an ideal material candidate for various applications when compared to their traditional isotropic counterparts. In spite of this, the ability to model the material response in composites has yet to be fully explored. Composite research largely focuses...
Resource Type:: Masters Thesis

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

Shear strength and accelerated durability tests on glue joints in laminated red oak beams applicable to such uses as truck bodies, wagons, and implement parts

Creator:: Selbo, M. L. (Magnus Leonard), 1901- and Forest Products Laboratory (U.S.)
Abstract:: Report originally dated October 1947. Information reviewed and reaffirmed in 1962.
Resource Type:: Technical Report

Deflection of beams with special reference to shear deformations : the influence of the form of a wooden beam on its stiffness and strength-I

Creator:: Forest Products Laboratory (U.S.), Newlin, J. A. (John A.), 1872-1943, and Trayer, George W. (George William), 1888-1976
Abstract:: Reprint from the National Advisory Committee for Aeronautics report 180, 1924. Information reviewed and reaffirmed, 1965.
Resource Type:: Technical Report
Full Text:: vriculturc, "Mechanical Properties of Woods drown in the United Slates," by J. A. Newlin and T. R. G. Wilson

An experimental approach to analyze large notched composite panels loaded in out-of-plane shear

Creator:: Froemming, Tyler M.
Abstract:: Identifying material characteristics of composites is important in designing any structural system. The aerospace industry relies on these material properties not only to design a functional aircraft, but also a safe and reliable one. Since carbon fiber composites are relatively new materials, little is known about its characteristics under certain...
Resource Type:: Masters Thesis
Full Text:: ABSTRACT OF THE THESIS OF Tyler M. Froemming for the degree of Master of Science in Mechanical

ScholarsArchive@OSU

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

Supplement to buckling of flat plywood plates in compression, shear, or combined compression and shear : buckling of long, flat plywood plates under uniform shear. Grain of face plies inclined to edges. Edges clamped

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

The dynamic shear moduli of blubber for selected large whale species

Shear stability of flat panels of sandwich construction

Evaluation of Abaqus for simulating quasi-static Mode III shear of edge notched carbon fiber reinforced polymer panels

Effect of core thickness on shear properties of aluminum honeycomb core

Shear strength and accelerated durability tests on glue joints in laminated red oak beams applicable to such uses as truck bodies, wagons, and implement parts

Deflection of beams with special reference to shear deformations : the influence of the form of a wooden beam on its stiffness and strength-I

An experimental approach to analyze large notched composite panels loaded in out-of-plane shear

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