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Effect of axial stiffeners on the buckling properties of thin curved plywood plates in axial compression

Creator:: Forest Products Laboratory (U.S.), Werren, Fred, and Norris, Charles, B. (Charles Brazer), 1894-
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. Reviewed and reaffirmed March 1956. Original report issued March 1948.
Resource Type:: Technical Report
Full Text:: stiffeners. The behavior of a specific section of a struc- ture can be approximated by testing a prototype

A single stiffener perpendicular to stress

Creator:: Forest Products Laboratory (U.S.), Heebink, T. B. (Thomas Bruce), 1914-, March, H. W., and Norris, Charles, B. (Charles Brazer), 1894-
Abstract:: Information reviewed and reaffirmed March 1956. Original report published in 1946.
Resource Type:: Technical Report
Full Text:: . B. NORRIS, Engineer OM WM IMO WM Summary and Conclusions A mathematical analysis of the critical

Supplement to: Buckling of stiffened, flat, plywood plates in compression : A single stiffener perpendicular to stress. Face grain of plywood at 45 degrees to its edges

Creator:: Heebink, T. B. (Thomas Bruce), 1914-, Norris, Charles, B. (Charles Brazer), 1894-, 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 1956 and 1962. Original report issued 1946.
Resource Type:: Technical Report
Full Text:: subjected to shear stresses and can be used economically at positions in the structure where such stresses

Effect of circumferential stiffeners on the buckling properties of thin, curved plywood panels in axial compression

Creator:: Forest Products Laboratory (U.S.), Heebink, Bruce G., and Norris, Charles, B. (Charles Brazer), 1894-
Abstract:: Information reviewed and reaffirmed August 1961. This report was originally issued in February 1950.
Resource Type:: Technical Report
Full Text:: panel during test. Just before testing the panel, each curved edge was run over a jointer to insure an

The effect of a stiffener on the maximum load of flat plywood plates in edgewise compression, with the face grain at 0 degrees and 90 degrees to the load : A single stiffener parallel to the direction of loading : Load edges clamped, others simply supported

Creator:: Ringelstetter, L. A., Norris, Charles, B. (Charles Brazer), 1894-, and Forest Products Laboratory (U.S.)
Resource Type:: Technical Report
Full Text:: a hydraulically operated testing machine, and the load was applied at a uniform rate of total strain

A single stiffener parallel to stress face grain of plywood at 45 degrees to its edges

Creator:: Forest Products Laboratory (U.S.), Norris, Charles, B. (Charles Brazer), 1894-, and Ringelstetter, L. A.
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 March 1956. Original report issued October 1948.
Resource Type:: Technical Report
Full Text:: plywood structures, such as aircraft, the great shear strength and rigidity of 45° plywood can

A single stiffener parallel to stress

Creator:: Forest Products Laboratory (U.S.), Smith, C. B., Ringelstetter, L. A., and Norris, Charles, B. (Charles Brazer), 1894-
Abstract:: Information reviewed and reaffirmed 1960. Original report dated 1947.
Resource Type:: Technical Report
Full Text:: , Engineer and C . B . NORRIS, Enginee r Summary and Conclusion s This report presents a mathematical

Modelling root reinforcement in shallow forest soils

Creator:: Skaugset, Arne E.
Abstract:: A hypothesis used to explain the relationship between timber harvesting and landslides is that tree roots add mechanical support to soil, thus increasing soil strength. Upon harvest, the tree roots decay which reduces soil strength and increases the risk of management -induced landslides. The technical literature does not adequately support...
Resource Type:: Dissertation

Stresses within a rectangular, flat sandwich panel subjected to a uniformly distributed normal load and edgewise, direct, and shear loads

Creator:: Norris, Charles, B. (Charles Brazer), 1894-, Kommers, William J., 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.
Resource Type:: Technical Report
Full Text:: critical value. Discussion of Mathematical alis The deflections, bending moments, and shear loads of a

Design curves for the buckling of sandwich cylinders of finite length under uniform external lateral pressure

Creator:: Forest Products Laboratory (U.S.), Norris, Charles, B. (Charles Brazer), 1894-, and Zahn, John J.
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:: (no re- duction of the stiffness due to shear strains in the core) can be used as sug- gested in 3.1.5

ScholarsArchive@OSU

Effect of axial stiffeners on the buckling properties of thin curved plywood plates in axial compression

A single stiffener perpendicular to stress

Supplement to: Buckling of stiffened, flat, plywood plates in compression : A single stiffener perpendicular to stress. Face grain of plywood at 45 degrees to its edges

Effect of circumferential stiffeners on the buckling properties of thin, curved plywood panels in axial compression

The effect of a stiffener on the maximum load of flat plywood plates in edgewise compression, with the face grain at 0 degrees and 90 degrees to the load : A single stiffener parallel to the direction of loading : Load edges clamped, others simply supported

A single stiffener parallel to stress face grain of plywood at 45 degrees to its edges

A single stiffener parallel to stress

Modelling root reinforcement in shallow forest soils

Stresses within a rectangular, flat sandwich panel subjected to a uniformly distributed normal load and edgewise, direct, and shear loads

Design curves for the buckling of sandwich cylinders of finite length under uniform external lateral pressure

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