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Seite 63
It shows that the total normal stresses at points Pe and P , decrease with the increase of R / L ratio ( R = radius of curvature , L = span length ) , while the total normal stresses increase at points P , and P , with the increase of R ...
It shows that the total normal stresses at points Pe and P , decrease with the increase of R / L ratio ( R = radius of curvature , L = span length ) , while the total normal stresses increase at points P , and P , with the increase of R ...
Seite 65
Three other approximate equations for the normal stress ratio , odw / on , of a curved box girder subjected to uniformly distributed loads are also proposed by Nakai and Murayama ( 9 ) , Oleinik and Heins ( 10 ) , and Sakai and Nagai ...
Three other approximate equations for the normal stress ratio , odw / on , of a curved box girder subjected to uniformly distributed loads are also proposed by Nakai and Murayama ( 9 ) , Oleinik and Heins ( 10 ) , and Sakai and Nagai ...
Seite 74
By defining the ratio of transverse bending rigidity as Brr Dstiffened Dunstiffened rr = ( 15 ) the effect of transverse stiffeners on the distortional behavior can then be studied , based upon this ratio . Using the same section as ...
By defining the ratio of transverse bending rigidity as Brr Dstiffened Dunstiffened rr = ( 15 ) the effect of transverse stiffeners on the distortional behavior can then be studied , based upon this ratio . Using the same section as ...
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