¶øÒªÕÒµ½Âֳݳݸù·¢Éú¶ÏÁÑÆä¸ù±¾ÔÒò£¬ÔòÐèÒª¶Ô³Ý¹ì½Ó´¥×÷½øÒ»²½µÄ·ÖÎö¡£ ͼ7ΪÕû¸öÏú¹ìµÄÓ¦Á¦·Ö²¼Í¼¡£Ôڳݹì½Ó´¥Á¦×÷ÓÃÏ£¬Ïú¹ìµÄ×î´óMISESÓ¦Á¦Îª1837.1 MPa£¬Î»ÓÚÓë³ÝÂÖ±ßÔµ×î´óÓ¦Á¦Î»ÖÃÏà¶ÔÓ¦µÄÁ½²à¡£Í¬Ñù£¬ÕâÒ»ÊýÖµÔ¶Ô¶³¬¹ýÁ˲ÄÁϵÄÇü·þ¼«ÏÞ£¬±íÃ÷ÆäÒѾ½øÈëµ½ËÜÐÔ±äÐν׶Ρ£ÔÚ½Ó´¥ÇøµÄÖÐÐIJ¿Î»£¬Ó¦Á¦Ò²´ïµ½ÁË1000 MPa×óÓÒ£¬¿ÉÒÔÅжϣ¬ÔÚ½Ó´¥Á¦µÄ·´¸´×÷ÓÃ֮ϣ¬½Ó´¥±íÃæµÄÄ¥Ë𲻿ɱÜÃâ¡£
5¡¢½áÂÛ
±¾ÎIJÉÓòαäÁ¿±ä·ÖÔÀí¼°»ùÓÚ´ËÔÀíµÄÓÐÏÞÔª²ÎÊý¶þ´Î¹æ»®·¨À´Çó½â³Ý¹ìµ¯ÐÔ½Ó´¥ÎÊÌ⣬¾¹ý´óÁ¿µÄ¼ÆË㣬Çó³öÁËÐÐ×ß³ÝÂÖºÍÏú¹ìµÄÄÚ²¿Ó¦Á¦ºÍ³Ý¹ì½Ó´¥Á¦£¬¸ù¾Ý¼ÆËã½á¹û¿ÉÒԵóöÒÔϽáÂÛ£º
£¨1£©×î´óÓ¦Á¦Î»ÓÚ¿¿½ü½Ó´¥Î»ÖõıßÔµ£¬ÆäÊýÖµÔ¶Ô¶³¬¹ý²ÄÁϵÄÇü·þ¼«ÏÞ£¬ÒѾ½øÈëËÜÐÔ±äÐν׶Ρ£¿ÉÒÔÔ¤¼û£¬ÔÚÂֳݵıßÔµ½«²úÉúÁÑÎÆ£¬²¢ÇÒ²»¶ÏµÄÀ©Õ¹£¬µ¼ÖÂ×îÖÕ·¢ÉúÂֳݶÏÁÑ¡£
£¨2£©³ýÁ˽Ӵ¥ÇøÓòÍ⣬´ó²¿·Ö½á¹¹µÄÓ¦Á¦¶¼±È½ÏС£¬Âֳݸù²¿µÄÓ¦Á¦Ò²±È½ÏС£¬Õâ±íÃ÷½Ó´¥Á¦¶Ô³Ý¸ùµÄÍ侨²»Êǵ¼ÖÂÂֳݶÏÁѵÄÖ±½ÓÔÒò¡£µ«Ôڳݸù²úÉúÁÑÎÆºó£¬¿ÉÄÜ»á¼ÓËÙÁÑÎÆµÄÀ©Õ¹¡£
£¨3£©³Ý¹ì½Ó´¥ÃæµÄÐÎ×´½üËÆÓÚ¾ØÐΣ¬Ä¦²ÁϵÊý¶Ô½Ó´¥Á¦ÊýÖµºÍ·Ö²¼µÄÓ°ÏìºÜС¡£
£¨4£©³Ý¹ì¼ä½Ó´¥Á¦ÖУ¬×ÝÏò¡¢ºáÏòĦ²ÁÁ¦Ïà¶Ô½ÏС£¬·¨ÏòÁ¦ÔÚ½Ó´¥Á¦ÖÐÆðÖ÷µ¼×÷Óá£ÓÉÓڳݹì¼ä±È½Ï´óµÄ·¨ÏòÁ¦×÷Ó㬱ØÈ»µ¼Ö½Ӵ¥±íÃæµÄÆ£ÀÍÄ¥Ëð¡£
Òò´Ë£¬ÎªÁË×îÖÕ½â¾ö³Ý¹ìÆ£Àͼ°¶ÏÁÑÎÊÌ⣬һ·½ÃæÓ¦¸Ã½øÒ»²½¶Ô³Ý¹ìÄ£ÐͽøÐе¯ËÜÐÔ½Ó´¥¼ÆË㣬ÒԵõ½¸ü׼ȷµÄÓ¦Á¦·Ö²¼£¬Í¬Ê±½øÒ»²½·ÖÎöÍâÔØºÉÌõ¼þÓë½Ó´¥Ó¦Á¦±ä»¯¹ØÏµ¡£ÁíÒ»·½Ã棬¸ù¾Ý¼ÆËã½á¹û¶Ô³ÝÂÖºÍÏú¹ìµÄ¼¸ºÎ³ß´ç½øÐÐÓÅ»¯Éè¼Æ£¬ÒÔ¼õС³Ý¹ì¼äµÄ½Ó´¥Ó¦Á¦¡£
²Î ¿¼ ÎÄ Ï× 1 Áõ´ºÉú£¬ÎâÎÀ¶«£¬ÀîÆ¼. ²Éú»ú½¥¿ªÏß°ÚÏ߸´ºÏ³ÝÎÞÁ´Ç£Òý»ú¹¹µÄÑо¿. ¿óɽ»úе£¬2000£¬28(2): 18¡«19 2 Zhang Jun£¬Wu Changhua£¬Zhong Zheng. A Study on Wheel-Rail Frictional Contact Problem by FE Parametric Quadratic Programming Method. WCCM VI£¬Beijing 3 ÖÓÍòÛÄ£¬ÕźéÎ䣬Îâ³Ðΰ. ²Î±äÁ¿±ä·ÖÔÀí¼°ÆäÔÚ¹¤³ÌÖеÄÓ¦ÓÃ. ¿ÆÑ§³ö°æÉ磬1997 4 Zhang H. W., He S. Y., Li X. S., Wriggers P., A new algorithm for numerical solution of 3D elastoplastic contact problems with orthotropic friction law, Computational Mechanics, 2004, 34(1): 1¡«14
ÔÔØ£ºe-works.net.cn ( |