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发表于 2012-9-17 17:21:47
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来自 广东深圳
大侠,你好!请问下:在workbench静态结构分析内设定了三种均为自变量为t的force正弦函数,分别是:F1=4000*sin(6300*time-90.09)+510;F2=4000*sin(6300*time-210.42)+510;F3=4000*sin(6300*time-330.12)+510,分别加载在不同部位,但是求解失败,提示如下信息:
*** ERROR *** CP = 12.293 TIME= 16:50:25
No dimensions set for parameter= _FNC_C1.
*** ERROR *** CP = 12.293 TIME= 16:50:25
The above error occurred processing field= _FNC_C1(1)
Line= *SET,_loadvari29x(3,0,1), (%_FNC_C1(1)%).
*** ERROR *** CP = 12.293 TIME= 16:50:25
No dimensions set for parameter= _FNC_C1.
*** ERROR *** CP = 12.293 TIME= 16:50:25
The above error occurred processing field= _FNC_C1(1)
Line= *SET,_loadvari29x(3,0,1), (%_FNC_C1(1)%).
*** ERROR *** CP = 12.293 TIME= 16:50:25
Unknown expression in input line.
*** ERROR *** CP = 12.293 TIME= 16:50:25
The above error occurred processing field= %_FNC_C1(1)%
Line= *SET,_loadvari29x(3,0,1), (%_FNC_C1(1)%).
NUMBER OF WARNING MESSAGES ENCOUNTERED= 0
NUMBER OF ERROR MESSAGES ENCOUNTERED= 6
该怎么处理呢,请大侠帮忙,是不是一个结构分析里面只能定义一种函数啊,谢谢! |
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