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Development of boundary layers in buckled plates
Postbuckling behavior of rectangular plates with 2 opposite edges free; classical plate theory leads to development of boundary layers along free edges; although remainder of plate assumes state of constant finite uniaxial compression, boundary layers exhibit axial stresses that, in limit, approach infinity; nature of these boundary layers and their relationship to effect of shear deformation is investigated; variational principles can be used in establishment of boundary conditions that are consistent with differential equations associated with various terms in asymptotic perturbation expansion.
Development of boundary layers in buckled plates
Postbuckling behavior of rectangular plates with 2 opposite edges free; classical plate theory leads to development of boundary layers along free edges; although remainder of plate assumes state of constant finite uniaxial compression, boundary layers exhibit axial stresses that, in limit, approach infinity; nature of these boundary layers and their relationship to effect of shear deformation is investigated; variational principles can be used in establishment of boundary conditions that are consistent with differential equations associated with various terms in asymptotic perturbation expansion.
Development of boundary layers in buckled plates
ASCE -- Proc (J Eng Mechanics Div)
Masur, E.F. (Autor:in) / Chang, C.H. (Autor:in)
1964
18 pages
Aufsatz (Zeitschrift)
Englisch
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