Thermal buckling of plates
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Gossard, Myron L↗
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Results for “buckling”
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Charts relating the compressive buckling stress of longitudinally supported plates to the effective deflectional and rotational stiffness of the supports
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Anderson, Roger A↗
The effect of longitudinal stiffeners located on one side of a plate on the compressive buckling stress of the plate-stiffener combination
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Seide, Paul↗
Investigation of stress distribution in rectangular plates with longitudinal stiffeners under axial compression after buckling
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Wang, Chi-Teh↗
Creep bending and buckling of linearly viscoelastic columns
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Kempner, Joseph↗
Creep bending and buckling of nonlinearly viscoelastic columns
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Kempner, Joseph↗
Creep buckling of columns
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Kempner, Joseph↗
Time-dependent buckling of a uniformly heated column
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Ness, Nathan↗
Creep-buckling analysis of rectangular-section columns
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Libove, Charles↗
Effect of variation in rivet strength on the average stress at maximum load for aluminum-alloy, flat, z-stiffened compression panels that fail by local buckling
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Dow, Norris F↗
Compressive and torsional buckling of thin-wall cylinders in yield region
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Gerard, George↗
Method of split rigidities and its application to various buckling problems
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Bijlaard, P P↗
Charts relating the compressive and shear buckling stresses of longitudinally supported plates to the effective deflectional stiffness
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Johnson, Aldie E↗
Analysis of square shear web above buckling load
A solution of Von Karman's fundamental equations for plates with large deflections is presented for the case of a shear web divided into square panels by reinforcing struts. Numerical solutions are given for struts of infinite rigidity and for struts the weight of which is one-fourth the weight of the sheet. The results are compared with Wagner's diagonal tension theory as extended by Kuhn and by Langhaar. It is found that the diagonal tension theory as developed by Kuhn agrees best with the present paper in the practical range when r=1/4. Kuhn's theory is in especially good agreement for the force in the strut when r=1/4.
Levy, Samuel↗
Effective modulus in plastic buckling of high-strength aluminum-alloy sheet
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Miller, James A↗
Preliminary Experiments on the Elastic Compressive Buckling of Plates with Integral Waffle-like Stiffening
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Dow, Norris F↗
Guides for preventing buckling in axial fatigue tests of thin sheet-metal specimens
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Brueggeman, W C↗
Experimental Studies of Flutter of Buckled Rectangular Panels at Mach Numbers from 1.2 to 3.0 Including Effects of Pressure Differential and of Panel Width-length Ratio
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Sylvester, Maurice A↗