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28 当$M_{\rm A}=5000$ N$\cdot$mm (左), 6000 N$\cdot$mm (右)时, Specimen-11 的破坏模式图

Fig.28 Failure model of specimen-11 at $M_{\rm A}=5000$ N$\cdot$mm (left), $M_{\rm A}=6000$ N$\cdot$mm (right)