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Excerpt from Stresses in a Buckled Rectangular ColumnIn accord with the assumptions made by Fritz John, the column is assumed to have the ends constrained so as to be plane and parallel throughout the loading and two sides constrained in such a way as to prevent any deformation in a direction perpendicular to them thus reducing the problem to two dimensions.About the PublisherForgotten Books publishes hundreds of thousands of rare and classic ...

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Excerpt from Buckling of a Rectangular Column on the Basis of Murnaghan's Formula for Strain EnergyThe classical theory of buckling of columns1 is based upon the assumption of small deformations and cross-sections of dimensions so small as compared to the length that simple bending formulae are applicable. By analyzing the change in strain energy caused by small perturbations from the simple compressed state, 2 buckling criteria can be derived...

Excerpt from Stresses in a Buckled Rectangular Column In accord with the assumptions made by Fritz John, the column is assumed to have the ends constrained so as to be plane and parallel throughout the loading and two sides constrained in such a way as to prevent any deformation in a direction perpendicular to them thus reducing the problem to two dimensions. About the Publisher Forgotten Books publishes hundreds of thousands of rare and cl...

Excerpt from Buckling of a Rectangular Column on the Basis of Murnaghan's Formula for Strain EnergyThe classical theory of buckling of columns1 is based upon the assumption of small deformations and cross-sections of dimensions so small as compared to the length that simple bending formulae are applicable. By analyzing the change in strain energy caused by small perturbations from the simple compressed state, 2 buckling criteria can be derived...