Elastic buckling behavior of steel plate shear wall with cross or diagonal stiffeners 加勁鋼板剪力墻彈性抗剪屈曲性能研究
The stability of arch dam against elastic buckling has always been ignored 摘要拱壩的抗屈曲穩定性一直是未被重視的問題。
Effect of torque on the elastic buckling of 3d spatial thin rods with circular cross - sections 扭矩對三維空間圓截面曲桿彈性屈曲的影響
There are three types of wrinkle which frequently occur in the sheet metal forming process : flange wrinkling , wall wrinkling , and elastic buckling of the undeformed area owing to residual elastic compressive stresses 在金屬板料成型加工中通常存在三種類型的起皺現象:法蘭起皺,側壁起皺,和由于殘余壓應力在未變形區產生的彈性變形。
The use of intermediate stiffeners in the compression plate may significantly increase elastic buckling stress and ultimate capacity of the plate . however , the behavior of the plate with intermediate stiffeners would be complicated 在受壓板件中設置中間加勁肋可以顯著提高板件的彈性屈曲應力和極限承載能力,但是也使得板件的屈曲行為變得復雜。