易拉罐在轴-侧-扭-内压联合作用下的屈曲地貌

宋广凯, 孙博华

BUCKLING LANDSCAPE OF CAN UNDER THE COMBINDE ACTION OF AXIAL COMPRESSION-TORSION-LATERAL POKING-INTERNAL PRESSURE

Song Guangkai, Sun Bohua

图33 当$M_{\rm A}=1000$ N$\cdot$mm (左)、$M_{\rm A}=6000$ N$\cdot$mm (右)时, Specimen-13的破坏模式

Fig.33 Failure model of specimen-13 at $M_{\rm A}=1000$ N$\cdot$mm (left), $M_{\rm A}=6000$ N$\cdot$mm (right)