逢甲學報, Band 28逢甲大學, 1995 |
Im Buch
Ergebnisse 1-3 von 28
Seite 63
... ratio ( R = radius of curvature , L = span length ) , while the total normal stresses increase at points P2 and P , with the increase of R / L ratio . Figure 5 shows the percent reduction of bending normal stress and distortional ...
... ratio ( R = radius of curvature , L = span length ) , while the total normal stresses increase at points P2 and P , with the increase of R / L ratio . Figure 5 shows the percent reduction of bending normal stress and distortional ...
Seite 65
... ratio , girder subjected to uniformly distributed loads are also proposed by Oleinik and Heins [ 10 ] , and Sakai ... ratio is small . This is because the curved grid element developed by Sawko [ 13 ] and the beam element in SAP4 program ...
... ratio , girder subjected to uniformly distributed loads are also proposed by Oleinik and Heins [ 10 ] , and Sakai ... ratio is small . This is because the curved grid element developed by Sawko [ 13 ] and the beam element in SAP4 program ...
Seite 74
... ratio . Using the same section as defined before , and assuming that B ,, increases from 1 to 200 , the ratio of the resultant distortional warping normal stress between the stiffened system and the unstiffened system with respect to B ...
... ratio . Using the same section as defined before , and assuming that B ,, increases from 1 to 200 , the ratio of the resultant distortional warping normal stress between the stiffened system and the unstiffened system with respect to B ...