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The bending of a circular sandwich plate under normal load

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 1960. Revised June 1953.
Resource Type:: Technical Report
Full Text:: Wisconsin THE BENDING OF A CIRCULAR SANDWICH 1 2PANEL UNDER NORMAL LOAD— By WILHELM S ERICKSEN

Stress-strain distribution in Douglas-fir beams within the plastic range

Creator:: Ramos, Agustin N., Jr. and Forest Products Laboratory (U.S.)
Abstract:: A method is described to determine the distribution of the bending stresses in a wood beam when some of these stresses exceed the proportional limit. This is used to calculate the position of the neutral axis and the bending strength of some Douglas-fir beams. The calculated values agreed with the...
Resource Type:: Technical Report
Full Text:: determine the distribution of the bending stresses in a wood beam when some of these stresses exceed the

Stress-strain distribution in Douglas-fir beams within the plastic range

Creator:: Forest Products Laboratory (U.S.) and Ramos, Agustin N., Jr.
Resource Type:: Technical Report
Full Text:: determine the distribution of the bending stresses in a wood beam when some of these stresses exceed the

Bending solid wood to form

Creator:: Forest Products Laboratory (U.S.) and Peck, Edward C. (Edward Coit), 1894-
Abstract:: Revised July 1955.
Resource Type:: Technical Report
Full Text:: LABORATORY L Madison 5, W sc o n sin in Cooperation with the University of Wisconsin BENDING SOLID WOOD

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

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:: This report presents a mathematical analysis of the effective stiffness of a stiffener attached to a

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:: lower facing bending moments and twisting moment per unit length of upper facing bending moments and

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:: thickness. This requires that the bending moment and the transverse shear in the individual facings be

ScholarsArchive@OSU

The bending of a circular sandwich plate under normal load

Stress-strain distribution in Douglas-fir beams within the plastic range

Stress-strain distribution in Douglas-fir beams within the plastic range

Bending solid wood to form

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

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 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

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

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