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Flat plates of plywood under uniform or concentrated loads

Creator:: March, H. W. and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued to aid the nation's war program. Information reviewed and reaffirmed 1956 and 1962. Report first issued March 1942.
Resource Type:: Technical Report

Summary of formulas for flat plates of plywood under uniform or concentrated loads

Creator:: March, H. W. and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed June 1959. Date of original report February 13, 1942.
Resource Type:: Technical Report

Supplement to effects of shear deformation in the core of a flat rectangular sandwich panel : deflection under uniform load of sandwich panels having facings of moderate thickness

Creator:: Ericksen, Wilhelm S. and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with Air Force-Navy-Civil Subcommittee on Aircraft Design Criteria under the supervision of the Aircraft Committee of the Munitions Board. Information reviewed and reaffirmed 1958. Original dated December 1951.
Resource Type:: Technical Report
Full Text:: Agriculture Introduction This report supplements the mathematical analysis of the deflection of a simply

Supplement to effects of shear deformation in the core of a flat rectangular sandwich panel : deflection under uniform load of sandwich panels having facings of unequal thickness

Creator:: Ericksen, Wilhelm S. and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the Air Force-Navy-Civil Subcommittee on Aircraft Design Criteria under the supervision of the Aircraft Committee of the Munitions Board. Information reviewed and reaffirmed 1962.
Resource Type:: Technical Report
Full Text:: . The material in the two facings is considered the same and similarly oriented . The dimensions of the

Strength of orthotropic materials subjected to combined stresses

Creator:: Norris, Charles, B. (Charles Brazer), 1894- and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed May 1962. Results here reported were obtained during 1950.
Resource Type:: Technical Report
Full Text:: materials subjected to a single stress at angles to the natural axes of the material are deduced from the

Effect of thickness on strength of glass-fabric-base plastic laminates

Creator:: Forest Products Laboratory (U.S.) and Boller, Kenneth H.
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 1959. Original report issued May 1954.
Resource Type:: Technical Report
Full Text:: core. The compressive strength of these facings, tested independently of the core material, was only

Upscaling non-Darcy flow using mixed finite element method

Creator:: Garibotti, Cristiano Rodrigues
Abstract:: In this paper we develop an upscaling technique for non-Darcy flow in porous media. Non-Darcy model of flow applies to flow in porous media when large velocities occur. The well-posedness results for theory of quasilinear elliptic partial differential equations. To discretize the model we used lowest order Raviart-Thomas mixed finite...
Resource Type:: Masters Thesis
Full Text:: this paper we develop an upscaling technique for non-Darcy flow in porous media. Non-Darcy model of

Determination of mechanical properties of adhesives for use in the design of bonded joints

Creator:: Forest Products Laboratory (U.S.) 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. Information reviewed and reaffirmed 1962. Original report issued January 1956.
Resource Type:: Technical Report
Full Text:: the perimeter, the material is no longer homogeneous in a radial direction, and failing torque cannot

Evaluation of the stiffness of a roof system made of glued-laminated beams and heavy timber decking

Creator:: Forest Products Laboratory (U.S.) and Werren, Fred
Resource Type:: Technical Report
Full Text:: decking did not deflect as a continuous beam of uniform stiffness. A mathematical development of elastic

Evaluation of the factor of safety in structural timbers

Creator:: Forest Products Laboratory (U.S.), Wood, Lyman Wentsch, 1899-, and Tasker, Marilyn
Abstract:: Information reviewed and reaffirmed 1965. Original report issued February 1957.
Resource Type:: Technical Report
Full Text:: attention may often be superficial; the engineer may observe that his material has an average test strength

ScholarsArchive@OSU

Flat plates of plywood under uniform or concentrated loads

Summary of formulas for flat plates of plywood under uniform or concentrated loads

Supplement to effects of shear deformation in the core of a flat rectangular sandwich panel : deflection under uniform load of sandwich panels having facings of moderate thickness

Supplement to effects of shear deformation in the core of a flat rectangular sandwich panel : deflection under uniform load of sandwich panels having facings of unequal thickness

Strength of orthotropic materials subjected to combined stresses

Effect of thickness on strength of glass-fabric-base plastic laminates

Upscaling non-Darcy flow using mixed finite element method

Determination of mechanical properties of adhesives for use in the design of bonded joints

Evaluation of the stiffness of a roof system made of glued-laminated beams and heavy timber decking

Evaluation of the factor of safety in structural timbers

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