谢谢楼主的回复,,这个问题我已经解决了,问题是激活土的塑性时,命令流tbdata,1,cr,fir 把“1”错弄成了“i”。 |`q)/ 08b
不过现在又有新的问题了:在第二步开挖左隧洞求解时,运行一段时间,求解自动停止,也没出现提示“错误”,也没有说"求解已完成",,开始我以为是土的参数太取低了(分析的是5级围岩),把各参数适当的提高一点后,这一步可以解出结果了,,可到了第三部开挖右洞时,又出现的同样的问题 '1kj:Np
请问这是出了什么问题啊? (我与楼主分析的不同之处在于,在开挖后,我加了应力反转,) 3G%XG{dg
是解不收敛吗? 还是网格划分有问题? 我觉得即使是围岩太差,也应该能求出结果的啊! ^?K?\
请问楼主有什么建议吗?希望楼主能抽空帮小弟看下!谢谢! %/6e"o
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附上错误信息: s5zGg]0
*** WARNING *** SUPPRESSED MESSAGE CP= 87.125 TIME= 00:04:43 V\rIN}7
The unconverged solution (identified as time 3 substep 999999) is @T,H.#bL
output for analysis debug purposes. Results should not be used for ~ ];6hxv
any other purpose. L?D~~Jb
/COM,ANSYS RELEASE 8.1 UP20040329 00:25:39 09/02/2007 z2s|.M]&-D
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*** WARNING *** CP= 62.531 TIME= 00:27:37 aoakTi!}
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*** WARNING *** CP= 66.422 TIME= 00:27:42 |S>J<]H
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*** WARNING *** CP= 69.922 TIME= 00:27:45 tO+ %b=Z^
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*** ERROR *** SUPPRESSED MESSAGE CP= 96.797 TIME= 00:28:13 ]~M{@h!<
One or more elements have become highly distorted. Excessive +~{nU'
distortion of elements is usually a symptom indicating the need for i&Cqw~.H
corrective action elsewhere. Try incrementing the load more slowly ^Jpd9KK
(increase the number of substeps or decrease the time step size). You z'K7J'(R
may need to improve your mesh to obtain elements with better aspect qq%_ksQ
ratios. Also consider the behavior of materials, contact pairs, K:50?r_-6
and/or constraint equations. If this message appears in the first vlyNQ7"%
iteration of first substep, be sure to perform element shape checking. h?tV>x/Fu
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*** WARNING *** SUPPRESSED MESSAGE CP= 96.797 TIME= 00:28:13 os ud
The unconverged solution (identified as time 3 substep 999999) is .7Bav5 ;
output for analysis debug purposes. Results should not be used for I,?LZ_pK
any other purpose.