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Analysis of orthotropic plate bridges
Governing equations resulting from exact theory for orthotropic plates with either torsionally soft or torsionally stiff eccentric stiffeners, first formulated by Pflueger, are expressed by set of eighth order differential equations; approximate character of Huber' s fourth order differential equation is examined in light of more exact solution; numerical solutions based on exact theory are obtained for study of stresses and deformations in plates and accuracy of approximate solution based on Huber's equation is found for wide range of stiffener dimensions and spacings encountered in actual design for bridge deck consisting of simply supported rectangular orthotropic plate panels.
Analysis of orthotropic plate bridges
Governing equations resulting from exact theory for orthotropic plates with either torsionally soft or torsionally stiff eccentric stiffeners, first formulated by Pflueger, are expressed by set of eighth order differential equations; approximate character of Huber' s fourth order differential equation is examined in light of more exact solution; numerical solutions based on exact theory are obtained for study of stresses and deformations in plates and accuracy of approximate solution based on Huber's equation is found for wide range of stiffener dimensions and spacings encountered in actual design for bridge deck consisting of simply supported rectangular orthotropic plate panels.
Analysis of orthotropic plate bridges
ASCE -- Proc (J Structural Div)
Clifton, R.J. (author) / Chang, J.C.L. (author) / Au, T. (author)
1963
39 pages
Article (Journal)
English
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