IHS ESDU Buckling stress coefficients for flat parallelogram plates under uniform compression. (All edges fixed against rotation.) STRUCT 02.01.46

Description
ESDU Struct 02.01.46 gives a graph from which the buckling coefficient of the plate may be obtained. Four curves are plotted against the ratio of the plate length to its width (measured normal to the unswept edges) for values of the sweep of the edge of 0 (a rectangular plate), 30, 40 and 45 degrees. The buckling stress coefficient is defined as the stress at buckling non-dimensionalised by the modulus of elasticity of the material and factored by the square of the ratio of the plate width to its thickness. The curves relate to an isotropic material having a Poisson's ratio of 0.3.
  • Buckling stress coefficients for flat parallelogram plates under uniform compression. (All edges fixed against rotation.) - STRUCT 02.01.46 - IHS ESDU
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Description
ESDU Struct 02.01.46 gives a graph from which the buckling coefficient of the plate may be obtained. Four curves are plotted against the ratio of the plate length to its width (measured normal to the unswept edges) for values of the sweep of the edge of 0 (a rectangular plate), 30, 40 and 45 degrees. The buckling stress coefficient is defined as the stress at buckling non-dimensionalised by the modulus of elasticity of the material and factored by the square of the ratio of the plate width to its thickness. The curves relate to an isotropic material having a Poisson's ratio of 0.3.

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Buckling stress coefficients for flat parallelogram plates under uniform compression. (All edges fixed against rotation.) - STRUCT 02.01.46 - IHS ESDU
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Buckling stress coefficients for flat parallelogram plates under uniform compression. (All edges fixed against rotation.)
STRUCT 02.01.46
Buckling stress coefficients for flat parallelogram plates under uniform compression. (All edges fixed against rotation.) STRUCT 02.01.46
ESDU Struct 02.01.46 gives a graph from which the buckling coefficient of the plate may be obtained. Four curves are plotted against the ratio of the plate length to its width (measured normal to the unswept edges) for values of the sweep of the edge of 0 (a rectangular plate), 30, 40 and 45 degrees. The buckling stress coefficient is defined as the stress at buckling non-dimensionalised by the modulus of elasticity of the material and factored by the square of the ratio of the plate width to its thickness. The curves relate to an isotropic material having a Poisson's ratio of 0.3.

ESDU Struct 02.01.46 gives a graph from which the buckling coefficient of the plate may be obtained. Four curves are plotted against the ratio of the plate length to its width (measured normal to the unswept edges) for values of the sweep of the edge of 0 (a rectangular plate), 30, 40 and 45 degrees. The buckling stress coefficient is defined as the stress at buckling non-dimensionalised by the modulus of elasticity of the material and factored by the square of the ratio of the plate width to its thickness. The curves relate to an isotropic material having a Poisson's ratio of 0.3.

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Technical Specifications

  IHS ESDU
Product Category Standards and Technical Documents
Product Number STRUCT 02.01.46
Product Name Buckling stress coefficients for flat parallelogram plates under uniform compression. (All edges fixed against rotation.)
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