| ²é¿´: 205 | »Ø¸´: 0 | ||
ÉÏÉÆÈôË®00¾èÖú¹ó±ö (СÓÐÃûÆø)
|
[ÇóÖú]
ansysÔÚ×öµç³¡·ÖÎöʱ,Ç¿ÖÆÍ˳öÊÇÔõô»ØÊÂ?
|
|
ansysÔÚ×öµç³¡·ÖÎöʱ,Ç¿ÖÆÍ˳öÊÇÔõô»ØÊÂ? ÎÒÔÚansysÖм¸ºÎ½¨Ä£,È»ºó¶¨Òå²ÄÁÏ¡¢»®·ÖÍø¸ñ¶¼Ã»ÎÊÌâ,¶¨ÒåÔ¼ÊøÒ²Ã»ÎÊÌâ,µ«µÈÎÒÊ©¼ÓÍêÔØºÉʱ,Ìø³öÀ´Ò»¸ö¾¯¸æ¿ò£º¡°Both solid model and finite element model boundary conditions have been applied to this model.As solid loads are transferred to the nodes or elements,they can overwrite directly applied loads.¡± ½Ó×ÅÇó½â¾ÍÎÞ·¨Íê³ÉÁË,×îºóansys×Ô¶¯Í˳öÁË! ²»ÖªµÀÕâ¸ö¾¯¸æ¿òÊÇÔõô»ØÊÂ,ÎÒÃ÷Ã÷ÊǶÔÓÐÏÞԪģÐÍÊ©¼ÓÔØºÉµÄ°¡,¼ÓÔÚ½ÚµãÉϵÄ! |
» ²ÂÄãϲ»¶
Çóµ÷¼Á
ÒѾÓÐ23È˻ظ´
301Çóµ÷¼Á
ÒѾÓÐ15È˻ظ´
304Çóµ÷¼Á£¨085602£¬¹ýËļ¶£¬Ò»Ö¾Ô¸985£©
ÒѾÓÐ17È˻ظ´
302·ÖÇóµ÷¼Á Ò»Ö¾Ô¸°²»Õ´óѧ085601
ÒѾÓÐ12È˻ظ´
288»·¾³×¨Ë¶,Çóµ÷²ÄÁÏ·½Ïò
ÒѾÓÐ23È˻ظ´
»·¾³×¨Ë¶µ÷¼Á
ÒѾÓÐ6È˻ظ´
22408 µ÷¼Á²ÄÁÏ
ÒѾÓÐ6È˻ظ´
285Çóµ÷¼Á
ÒѾÓÐ12È˻ظ´
Çóµ÷¼Á
ÒѾÓÐ6È˻ظ´
085600²ÄÁÏÓ뻯¹¤301·ÖÇóµ÷¼ÁԺУ
ÒѾÓÐ19È˻ظ´














»Ø¸´´ËÂ¥