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Mechanical stresses in trees resulting from strain compatibility in an anisotropic material

Creator:: Lyons, Charles Kevin
Abstract:: Consider the bole of a tree to consist of a linear elastic material that is orthotropic with respect to the cylindrical coordinates. When the bole of a tree is subjected to resultant loads in the directions of the Cartesian base vectors, the S₁₁, S₂₂, S₃₃, and S₁₂ stresses in Cartesian...
Resource Type:: Dissertation

The effective stiffness of a stiffener attached to a flat plywood plate

Creator:: Smith, C. B., Heebink, T. B. (Thomas Bruce), 1914-, Norris, Charles, B. (Charles Brazer), 1894-, and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed March 1956 and 1962. Original report published 1946.
Resource Type:: Technical Report
Full Text:: added stiff- ness due to the stiffener. Mathematical Analysis Choice of Axes and Orientation of

Supplement to analysis of long cylinders of sandwich construction under uniform external lateral pressure facings of moderate and unequal thickness

Creator:: Raville, Milton E. 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.
Resource Type:: Technical Report
Full Text:: LATERAL PRESSURE Facings of Moderate and Unequal Mid-messes Wood Engineering Research Forest Products

Analysis of long cylinders of sandwich construction under uniform external lateral pressure

Creator:: Forest Products Laboratory (U.S.) and Raville, Milton E.
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
Resource Type:: Technical Report
Full Text:: . 4— As a result of the tan- gential strain in the outer and inner facings, the areasof their differ

Evaluation of a vacuum-induced concentrated-load sandwich tester

Creator:: Forest Products Laboratory (U.S.), Heebink, Bruce G., Kuenzi, Edward W., and Ericksen, Wilhelm 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.
Resource Type:: Technical Report
Full Text:: CONCENTRATED-LOAD SANDWICH TESTER- By B. G. HEEBINK, Engineer E. W. KUENZI, Engineer and W. S. ERICKSEN

Wrinkling of the facings of sandwich construction subjected to edgewise compression

Creator:: Forest Products Laboratory (U.S.), Norris, Charles, B. (Charles Brazer), 1894-, Ericksen, Wilhelm S., March, H. W., Smith, C. B., and Boller, Kenneth H.
Abstract:: Information reviewed and reaffirmed April 1961. Previous report dated November 1949.
Resource Type:: Technical Report
Full Text:: , with the orthotropic axes coinciding with the axes of reference. The components of stress and strain

Drying stresses and stress relief in thin sections of wood

Creator:: Forest Products Laboratory (U.S.) and Kuebler, Hans
Resource Type:: Technical Report
Full Text:: strain and, if a cross section of a case- hardened specimen is cut into slices, the slices will

Experimental verification and nonlinear modeling of truss-plate joints by Runge-Kutta numerical technique

Creator:: Groom, Leslie
Abstract:: The growing use of light-frame wood trusses in the residential and commercial construction has generated the need for general analysis procedures for predicting deformations and ultimate load of truss-plate joints, which are the basis for accurate evaluation of structural performance and design of complete truss assemblies. This dissertation was aimed...
Resource Type:: Dissertation

Supplement to deflection and stresses in a uniformly loaded, simply supported, rectangular sandwich plate : experimental verification of theory

Creator:: Lewis, Wayne C., 1914- and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the ANC-23 Panel on Sandwich Construction of the Departments of the Air Force, Navy, and Commerce. Information reviewed and reaffirmed 1962. Original report issued December 1956.
Resource Type:: Technical Report
Full Text:: veri- fication of the mathematical derivations presented in Report 1847. Panels 20 by 20 and 20 by 30

Deflection and stresses in a uniformly loaded, simply supported, rectangular sandwich plate

Creator:: Forest Products Laboratory (U.S.) and Raville, Milton E.
Abstract:: This report is one of a series issued in cooperation with the ANC-23 Panel on Sandwich Construction of the Departments of the Air Force, Navy, and Commerce. Information reviewed and reaffirmed September 1962. Original report dated December 1955.
Resource Type:: Technical Report
Full Text:: • 1111111, DEFLECTION AND STRESSES IN A UNIFORMLY LOADED, SIMPLY

ScholarsArchive@OSU

Mechanical stresses in trees resulting from strain compatibility in an anisotropic material

The effective stiffness of a stiffener attached to a flat plywood plate

Supplement to analysis of long cylinders of sandwich construction under uniform external lateral pressure facings of moderate and unequal thickness

Analysis of long cylinders of sandwich construction under uniform external lateral pressure

Evaluation of a vacuum-induced concentrated-load sandwich tester

Wrinkling of the facings of sandwich construction subjected to edgewise compression

Drying stresses and stress relief in thin sections of wood

Experimental verification and nonlinear modeling of truss-plate joints by Runge-Kutta numerical technique

Supplement to deflection and stresses in a uniformly loaded, simply supported, rectangular sandwich plate : experimental verification of theory

Deflection and stresses in a uniformly loaded, simply supported, rectangular sandwich plate

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