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BINARY EDITOR DASHPOT FOR FREE
BINARY EDITOR DASHPOT VERIFICATION

BINARY EDITOR DASHPOT VERIFICATION

FIXED All the verification models are now included.CHANGED Updated integration algorithm for multisurface plasticity model for higher accuracy and more stability.FIXED Jointed material yielded information was initialized with correct number of joints.FIXED Memory leak when using User Defined Model.FIXED Undrained Unloading stiffness is now calculated correctly.FIXED Bug in File Writer for enriched node is resolved to reduce the binary file size.FIXED Mathematical updates in junction function to improve results when XFEM joints are crossing (improvement).FIXED Enriched nodes can be assigned to Reset Displacement in desire stage.FIXED Memory Improvement in storing Heaviside function for nodes and integration points (improvement).FIXED Automatic Liner removal when beam is connected to Joint.FIXED Automatic Liner removal when removal stage is defined, and when Liner is attached to External.

FIXED Interpret: wrong result contours for Excess Pore Pressure, Pore Pressure with Referencing Stage.

FIXED Exception when model with Prop tables is re-open, property table is copied.

FIXED Dynamic results interpretation error due to M+ 2018 version clash.

FIXED Traction rendering on active Liner\Composite.

FIXED Seismic loading errors when Stage Factors are in use.

FIXED Seismic loading not output for “Applied when body force is applied” option.

FIXED Engine crashed when dynamic load was removed.

FIXED Wickdrain/ relief well reading the wrong value of total head when total head was used as input.

FIXED The max iteration in adaptive load step was not read correctly.

It helps in cases when the large time step can result in false-non convergence.

NEW Biot’s Consolidation Analysis will try to adjust time step if the current time steps size is too large.

NEW Models that created with older version will have to resaved with the current version in order to recompute.

NEW “Material Dependent” property for XFEM joints is included.

NEW Degree of Saturation data type is now available in groundwater results.

CHANGED Updating the Hardening Soil model in keeping and storing the Stated-Dependent Material Properties as new set of State Variables on the corresponding Gaussian integration point.

CHANGED Negative Pore Pressure Cut-off also activated for Static Water models for excess pore pressure.

CHANGED If the model failed in Biot’s Coupled analysis, the next time step will use all the time left in the stage.

FIXED in storing the Shear Strain stat variable used for the degradation function of Small Strain Stiffness.

FIXED in updating the Void Ratio as one of Manzari-Dafalias constitutive model.

FIXED Wrong alpha output for Non-Linear Isotropic Formula 3.

FIXED Van Genuchten Hydraulic properties should be read only.

NEW Add new option for automatic liner removal.

NEW Viewing Horizontal and Vertical components of liner displacement.

NEW Additional SSR option for Hoek Brown Material.

NEW Pile modelling using new pile elements.

FIXED Liner unit weight of 3 nodes liner is more accurate.

FIXED Load apply on 3 nodes liners is more accurate.

FIXED Displacement component of comprehensive criteria now check against the current total displacement instead of the displacement of the first iteration.

FIXED Improved Plasticity Integration algorithm for Visco-Elastic-Plastic models.

FIXED Bug fix in minimum bulk modulus value for the Barcelona Basic model.

FIXED Material property table edit column shows wrong items.

FIXED GSI Calculator: calculation of residual stiffness Erm.

FIXED Soil profile: fails to assign materials correctly.

FIXED Geometry Clean-up exception on models with Tractions or Joint Networks.

FIXED Prevent exception while panning/zooming chart.

FIXED Material Import: Discrete and Shear functions are ignored.

FIXED Link in Manufacturer Library dialog are broken.

FIXED Print preview presets are implemented.

FIXED Joints now can be added and remove in any stages.

FIXED Time in visco material was not accurate in some type of analysis.

It was used as per rad instead of per arch length unit as shown in the modeller

FIXED Fix a bug when the line load in axisymmetric was not correct.

FIXED Apply correct water weight for all unit system.

FIXED Crash when induce load applied on a staged joint.

FIXED Various joints installation and removal bugs.

CHANGED Disabled pretension for non-cable truss liners.

NEW Warning for no restraint in solid in fluid upon opening computed model.

BINARY EDITOR DASHPOT FOR FREE

NEW Automatic Ponded Load for free surface.NEW Axisymmetric analysis documentation.