NTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
WARNING : NODE NO. 9 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 7
WARNING : NODE NO. 8 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6
WARNING : NODE NO. 8 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5
WARNING : NODE NO. 8 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 4
WARNING : NODE NO. 8 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 3
WARNING : NODE NO. 8 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.14022E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.27070E-01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 4 DISPLACEMENT ERROR NORM .. : 0.45725E-02 CONVERGENCE TOLERANCE .. : 0.10000E-01
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE
CONSTRUCTION STEP NO. : 51 / 74 STAGE NO : 25 STEP NO : 2
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 43 OF 60
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 264
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
WARNING : NODE NO. 9 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 7
WARNING : NODE NO. 8 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6
WARNING : NODE NO. 8 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5
WARNING : NODE NO. 8 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 4
WARNING : NODE NO. 8 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 3
WARNING : NODE NO. 8 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.51989E-01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 4 DISPLACEMENT ERROR NORM .. : 0.96402E-02 CONVERGENCE TOLERANCE .. : 0.10000E-01
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE
CONSTRUCTION STEP NO. : 52 / 74 STAGE NO : 26 STEP NO : 1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 53 OF 60
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 330
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
WARNING : NODE NO. 58 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 312
WARNING : NODE NO. 58 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 307
WARNING : NODE NO. 58 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 308
WARNING : NODE NO. 58 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 309
WARNING : NODE NO. 58 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 310
WARNING : NODE NO. 58 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 311
WARNING : NODE NO. 9 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 37
WARNING : NODE NO. 8 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 36
WARNING : NODE NO. 8 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 35
WARNING : NODE NO. 8 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 34
WARNING : NODE NO. 8 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 33
WARNING : NODE NO. 8 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 32
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.13031E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.27443E-01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 4 DISPLACEMENT ERROR NORM .. : 0.51144E-02 CONVERGENCE TOLERANCE .. : 0.10000E-01
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE
CONSTRUCTION STEP NO. : 53 / 74 STAGE NO : 26 STEP NO : 2
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 53 OF 60
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 330
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
WARNING : NODE NO. 58 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 312
WARNING : NODE NO. 58 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 307
WARNING : NODE NO. 58 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 308
WARNING : NODE NO. 58 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 309
WARNING : NODE NO. 58 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 310
WARNING : NODE NO. 58 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 311
WARNING : NODE NO. 9 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 37
WARNING : NODE NO. 8 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 36
WARNING : NODE NO. 8 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 35
WARNING : NODE NO. 8 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 34
WARNING : NODE NO. 8 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 33
WARNING : NODE NO. 8 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 32
ERROR NORM IS NaN or INFINITE
THE PROGRAM IS ABORTED
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MIDAS GTS NX上下协同分析的耦合建模迈达斯岩土系列产品简介： midas GTS NX midas GTS NX（New eXperience of Geo-Technical analysis System）是一款针对岩土领域研发的通用有限元分析软件，支持静力分析、动力分析、渗流分析、应力-渗流耦合分析、固结分析、施工阶段分析、边坡稳定分析等多种分析类型，适用于地铁、隧道、边坡、基坑、桩基、水工、矿山等各种实际工程的准确建模与分析，并提供了多种专业化建模助手和数据库。
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只看楼主 我来说两句 抢板凳顶一个，感谢楼主，谢谢楼主分享，先来试一试！
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