Titlebook: Buckling of Structures; Symposium Cambridge/ Bernard Budiansky Conference proceedings 1976 Springer-Verlag Berlin Heidelberg 1976 Beulung.S

dabble

書目名稱Buckling of Structures影響因子(影響力)




書目名稱Buckling of Structures影響因子(影響力)學(xué)科排名




書目名稱Buckling of Structures網(wǎng)絡(luò)公開度




書目名稱Buckling of Structures網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Buckling of Structures被引頻次




書目名稱Buckling of Structures被引頻次學(xué)科排名




書目名稱Buckling of Structures年度引用




書目名稱Buckling of Structures年度引用學(xué)科排名




書目名稱Buckling of Structures讀者反饋




書目名稱Buckling of Structures讀者反饋學(xué)科排名

項目

William J. Buchanan BSc (Hons.), CEng, PhDsinusoidal imperfections it is found that the advanced post-buckling behaviour can be such that higher loads than the bifurcation load can be supported before total collapse occurs. This holds good for relatively large imperfections (small bifurcation stresses), even in cases where the initial post-

Definitive

Confirm

撫慰

GRUEL

統(tǒng)治人類

禁止

scoliosis

特征

https://doi.org/10.1007/979-8-8688-0252-2panel structures are unsymmetrical: the plate side has more cross section than the topside of the stiffeners; and the plate side is more affected by local buckling than the topside. This effect is exaggeratedly represented in a model where the stiffeners do not participate in local buckling. It appe