需要金币:*** 金币(10金币=人民币1元) FLAC3D中出错警告.pdf 关闭预览 想预览更多内容,点击免费在线预览全文 免费在线预览全文 FLAC3D中出错警告 FLAC 3D Version 2.0 B - 1 B ERROR MESSAGES B.1 FLAC3D-Specific Errors *** A zone has undefined material model One or more zones in the model has...
When using a simple, synthetic waveform, it is easy to arrange the process of generating the synthetic waveform to ensure that the final displacement is zero. Normally, in seismic analysis, the input wave is an acceleration record. A baseline-correction procedure can be used to force both the...
*** Zero gridpoint stiffness An active gridpoint shows zero accumulated stiffness. Check the material properties being used. FLAC 3D Version 2.0 B - 17 B.2 FISH Error Messages *** Array index is not an integer *** Array name is already used by an array *** Bad syntax Check your ...
Now, the average force ratio is nearly zero. After inserting the line above, press the button to re-run the problem. Note that, in this case, the initial displacements in the model are automatically zero. Looking back at the example shown in the topic Further Discussion: Applying Boundary ...
***Cablehaszerolength Acablewasspecified/foundwithazeroelementlength. ***Cablestiffnessparametershavenotbeenset Somecablematerialpropertieswerenotspecifiedpriortocycling. ***Cannotallocatememory FLAC 3D couldnotallocateitsreservedmemory.Specifylessreservedmemoryat ...
*** Must specify a non-zero extrusion vector An extrusion vector must be speci?ed for an extruded type of surface generation. *** Must specify position to create new node In order to create a new cable node, a position in space must be speci?ed. *** Must specify all three nodes of...
If the third parameter is input a non-zero value, the critical-state is alternatively defined by the 3-parameter equation that the critical-state parameters are for [Math Processing Error], [Math Processing Error], and [Math Processing Error] (typically [Math Processing Error]), respectively. ...
Also, the shear stresses on the plane of the crack are set to zero (or stress state within the zone is such that the traction on the crack plane is zero). After the crack closes (i.e., ε1p=0), the model behaves as if the crack does not exist, except that the tensile strength...