Minimum Weight Design of Structures based on Buckling Strength and Plastic Collapse (3 rd report)
An Improved Theory on Post-buckling Strength of Plate Girders in Shear
1967 年 1967 巻 122 号 p. 119-128
詳細
1967 年 1967 巻 122 号 p. 119-128
An improved theory on the ultimate shear strength of plate girders with due regard to the effect of the rigidity of flanges is presented. Theoretical values obtained by the present theory are in satisfactory coincidence with those obtained by the experiments conducted in various research institutes.
The defects in Basler's theory are also discussed.
