请教:急!!!如何设置才能才能使土体固结计算?
我在模拟饱和土在简谐荷载作用下的响应,但是分析时候出现下面问题:1)分析步creat step设置时,把PROCEDURE TYPES 设置为General (static,general)的话,就能正常计算完成! 但是这样计算后,是不存在孔压等结果,真的不知道为什么?怎么解决!?:'(?请教高手帮助!!!!谢谢 这样的话也就没有进行固结计算。。。。。。。。。。。。
(2)分析步creat step设置时,把PROCEDURE TYPES 设置为General,soils,此时就出现下列错误提示:
The job "Job-ch1556" has been created.
The job input file "Job-ch1556.inp" has been submitted for analysis.
Error in job Job-ch1556: DEGREE OF FREEDOM 8 AND AT LEAST ONE OF DEGREES OF FREEDOM 1 THRU 6 MUST BE ACTIVE IN THE MODEL FOR *SOILS. CHECK THE PROCEDURE AND ELEMENT TYPES USED IN THIS MODEL.
Job Job-ch1556: Analysis Input File Processor aborted due to errors.
Error in job Job-ch1556: Analysis Input File Processor exited with an error.
Job Job-ch1556 aborted due to errors.
这是为什么?请大侠解释下??谢谢 SOIL分析包括独立的孔压自由度!! 谢谢 这个问题我已经弄明白了 回复 3 # chqsh2000 的帖子
请问您是如何解决的呢??谢谢~
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