PLAXIS 2D/3D CONNECT Edition V22 Update 2 (22.02.00.1078)
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Free Download PLAXIS 2D/3D CONNECT Edition V22 Update 2 | 4.9 Gb
Owner:Bentley Systems Inc.
Product Name:PLAXIS
Version:2D/3D CONNECT Edition V22 Update 2 (22.02.00.1078)
Supported Architectures:x64
Website Home Page :www.plaxis.com
Languages Supported:english
System Requirements:Windows *
Size:4.9 Gb
The PLAXIS development team is pleased to announce the availability ofPLAXIS 2D/3D CONNECT Edition V22 Update 2 (22.02.00.1078). Perform advanced finite element or limit equilibrium analysis of soil and rock deformation and stability, as well as soil structure interaction, groundwater, and heat flow.
Compatibility notes:Due to the major changes in the material database and the unit system, PLAXIS 2D CONNECT Edition Version 22 will be installed alongside Version 21, instead of overwriting it. When opening PLAXIS 2D V21 projects with PLAXIS 2D V22, projects will automatically be saved as a converted copy with the _converted suffix and will require recalculation. When using non-SI-units, the mesh also needs to be regenerated. The PLAXIS 2D CONNECT Edition V21 projects will remain unchanged. Earlier versions of PLAXIS will not be able to open files saved in PLAXIS 2D V22.
New in PLAXIS 2D CONNECT Edition V22 Update 2 - Release: October 2022
Cable bolt element
Added cable bolt element and material type to simulate rock reinforcement like grouted cables or frictional/grouted bolts that work mostly in tension/compression. Material definition includes input of bond stiffness and bond strength parameters in line with rock engineering practice. Other capabilities include confining stress dependency and pre-stressing of the element.
Hoek-Brown model improvements
Added tension cut-off and tensile strength parameters to the material parameter input. Safety calculations for Hoek-Brown materials now correctly reduce the tensile strength as well, providing more realistic safety factors.
Simplification of polylines and polygons
Exported CAD files can contain many less relevant intermediate points and lines. Once imported into PLAXIS 2D, these dense geometries will result in overly fine meshes and will slow down. During the import of, for example, geological cross-sections coming from Leapfrog or CAD applications, users can now select the "reduce point density" option to reduce the number of points of polygons or polylines present in the imported file. By reducing the number of points during the import process, the user can optimize the imported geometry for numerical analysis.
Free field boundary improvements
The free field boundaries implementation has been updated for this release offering several improvements. Deformation patterns, particularly along the boundaries, are now consistent with those expected in a far field analysis and there is no longer a need to include drained material columns at the model boundaries when performing an undrained or a partially undrained analysis. Several validation exercises were developed to ensure that the response when using free field BCs is consistent with what is expected from theory of wave propagation, as well as obtained when using other BCs (e.g. tied degrees of freedom).
Removed Academic watermarks
For users of Academic licenses, PLAXIS no longer displays watermarks in Input and Output.
The following known issues have been fixed in this version:
Solved: [861673] Some Output results may not consider project units in PLAXIS CONNECT Edition V22.00
A large number of issues have been addressed, including:
[373386] Improved using the available phycial cores
[376830] Saved views in PLAXIS Output were not always stored properly
[378178] Fixed an issue when running many repatative calculations of the same PLAXIS 2D file
[378285] Fixed an issue with removing elements that are connected with tunnel elements
[378858] Improved PLAXIS 2D dxf import when the cross section is not on the base plane
[379618] Improvements on the geometry import of tunnel sections inside the Tunnel Designer
[579651] Import and export of geometry works again when using non-ASCII characters
[682240] Dynamic boundarry conditions now follow the same geometric tolerances to avoid incorrect node generation for free field elements
[709495] Output can now show nodal rotations φz for embedded beams relative to the global system of axis
[709836] Fixed an issue with fixed rotation nodes for plates on the default boundaries when combined with interface elements.
[727311] Improved detection of proper tunnel configurations
[727614] When starting SoilTest from PLAXIS Input when using Python, the Remote Scripting server was not started, preventing further automation. This is now resolved.
[738133] Fixed a typo/style issue in PLAXIS Output: .GeoGrid is now properly called .Geogrid
[738567] Added display of Van Genuchten parameters in side panel when defining unsaturated soil data
[749441] The thickness of plate material datasets in the command line/Python is changed and called .d. (This was incorrectly defined as .D2d and .D3d)
[774167] Fixed an issue in the UI stability when interacting with the Hoek-Brown side panels in the material dataset.
[801953] Improvements on importing *.dxf files with small polygons and polycurves
[814475] Re-enabled UBC Sand parameters in Sensitivity Analysis and Parameter variation
[822424] Improved stability of importing dxf files into the Tunnel Designer
[847930] The embedded beam connection type was not always shown properly in Staged Construction mode. This incorrect connection is now hidden to avoid incorrect interpretation. Connection type can be read in Structures mode.
[854994] Fixed the issue with stiffness determination in the embedded beam's skin resistance when this embedded in a Concrete material.
[855298] Fixed an issue to display EA value for Anchor material datasets in the report generator
[864536] Printing all materials in Output prints all data types again
[866406] Solved an issue in the display of polygon coordinates in the selection and model explorer when using ft as length unit
[889596] Added a required deployment file for UDSM DLL compilation (extrainf.for)
[891368] Anchor forces are now displayed correct in any unit system (SI, imperial)
[903530] Reabled adding strength parameters from soil models in Output Report Generator
[916365] Command runner can again continue after resolving an incorrect command
[946287] Improved stability for Hoek-Brown in combination with design approaches
[948301] Reverted the enumerated value for UDSM Soil model type. It is now again 100
[960098] Improved feedback mechanism when using Hardening Soil with phi equal to zero
[966557] Resolved UI stability when interacting with the Hoek-Brown helper side panels in the material window
[967211] Fixed an issue when selecting Hoek-Brown in the Model Explorer
[968390] Fixed a crash when reading material datasets created PLAXIS 2D 2015.00
[971357] Fixed an issue for interface pore pressures when using updated mesh with updated water pressures in a tunnel configuration with dry clusters
[972451] Re-enabled support of embedded beams in the PLAXIS 2D to 3D converter
[975492] Fixed an issue in showing τ_max and τ_rel results for soils using the NGI-ADP model
New in PLAXIS 3D CONNECT Edition V22 Update 2 - Release: October 2022
Hoek-Brown model improvements
Added tension cut-off and tensile strength parameters to the material parameter input. Safety calculations for Hoek-Brown materials now correctly reduce the tensile strength as well, providing more realistic safety factors.
Improved robustness of import and intersections
Components for the import and intersection capabilities in PLAXIS 3D have been upgraded, improving the robustness when dealing with imported geometry, applying the intersect and recluster command and the automatic intersection when moving to the Mesh mode. The robustness of importing triangulated surfaces via OBJ and STL file format was also improved.
Removed Academic watermarks
For users of Academic licenses, PLAXIS no longer displays watermarks in Input and Output.
The following known issues have been fixed in this version:
Solved: [861673] Some Output results may not consider project units in PLAXIS CONNECT Edition V22.00
A large number of issues have been addressed, including:
[376830] Saved views in PLAXIS Output were not always stored properly
[377810] Import issues solved for several .dxf file data storage
[377811] Import issues solved for several .dxf file data storage
[377976] Fixed external exception errors while going to mesh mode
[378207] Fixed an intersection issue due to accuracy of coordinates
[378846] Fixed an intersection issue that caused a complete program crash
[379618] Improvements on the geometry import of tunnel sections inside the Tunnel Designer
[422616] Fixed an issue with imported geometry that could lead to a crash during intersection (going to mesh mode)
[452691] Fixed an issue with complex geometry and mesh generation that could lead to a crash.
[458947] Improved robustness on extruding polycurves when imported from a *.step file
[459324] Improved robustness on intersection actions on imported CAD files
[543736] Fixed a crash when generating the PLAXIS 3D mesh due to an intersection issue
[549430] Improvement on importing complex 3D tunnel shapes as *.dxf files in the Tunnel Designer window to allow for a more robust mesh generation
[579651] Import and export of geometry works again when using non-ASCII characters
[601037] Fixed a PLAXIS User Interface termination for a complex 3D shape when entering the mesh mode
[727311] Improved detection of proper tunnel configurations
[727614] When starting SoilTest from PLAXIS Input when using Python, the Remote Scripting server was not started, preventing further automation. This is now resolved.
[738133] Fixed a typo/style issue in PLAXIS Output: .GeoGrid is now properly called .Geogrid
[738567] Added display of Van Genuchten parameters in side panel when defining unsaturated soil data
[749441] The thickness of plate material datasets in the command line/Python is changed and called .d. (This was incorrectly defined as .D2d and .D3d)
[755563] Fixed updating the results in structural forces from volumes pile tool when switching phases.
[774167] Fixed an issue in the UI stability when interacting with the Hoek-Brown side panels in the material dataset.
[803692] Meshing performance is significantly improved for projects containing many points AND lines/volumes/surfaces.
[807957] Improved importing of almost straight arc (polycurves) in PLAXIS 3D
[812480] After mesh generation, hints can visualise areas to improve the mesh. These can now be hidden by the user to improve visualization.
[822424] Improved stability of importing dxf files into the Tunnel Designer
[847930] The embedded beam connection type was not always shown properly in Staged Construction mode. This incorrect connection is now hidden to avoid incorrect interpretation. Connection type can be read in Structures mode.
[849149] The Structural forces in volume piles automatic centerline detection can now handle much finer meshes
[855298] Fixed an issue to display EA value for Anchor material datasets in the report generator
[864536] Printing all materials in Output prints all data types again
[877424] Improvements in combining a series of complex imported surfaces in the intersection
[889596] Added a required deployment file for UDSM DLL compilation (extrainf.for)
[891368] Anchor forces are now displayed correct in any unit system (SI, imperial)
[891584] Display location of loads in Output are now correct when using feet or inches as length unit
[892941] Fixed end anchor forces are now displayed in the PLAXIS Output tables
[903530] Reabled adding strength parameters from soil models in Output Report Generator
[907462] Fixed an issue in the stage regeneration material assignments
[916365] Command runner can again continue after resolving an incorrect command
[948301] Reverted the enumerated value for UDSM Soil model type. It is now again 100
[960098] Improved feedback mechanism when using Hardening Soil with phi equal to zero
[966557] Resolved UI stability when interacting with the Hoek-Brown helper side panels in the material window
[967211] Fixed an issue when selecting Hoek-Brown in the Model Explorer
[972451] Re-enabled support of embedded beams in the PLAXIS 2D > 3D converter
[975492] Fixed an issue in showing τ_max and τ_rel results for soils using the NGI-ADP model
PLAXIS 2Dis a powerful and user friendly finite element package intended for two-dimensional analysis of deformation and stability in geotechnical engineering and rock mechanics. PLAXIS is used worldwide by top engineering companies and institutions in the civil and geotechnical engineering industry. Applications range from excavations, embankment and foundations to tunnelling, mining and reservoir geomechanics. PLAXIS is equipped with a broad range of advanced features to model a diverse range of geotechnical problems, all from within a single integrated software package. PLAXIS uses predefined structural elements and loading types in a CAD-like environment. This empowers the user with fast and efficient model creation, allowing more time to interpret the results.
PLAXIS 2D Showreel - Dams & Embankments
PLAXIS 3Dis a powerful and user friendly finite element package intended for three-dimensional analysis of deformation and stability in geotechnical engineering and rock mechanics. PLAXIS is used worldwide by top engineering companies and institutions in the civil and geotechnical engineering industry. Applications range from excavations, embankments and foundations to tunnelling, mining and reservoir geomechanics. PLAXIS 3D has advanced features to tackle modelling challenges in the most complex geotechnical projects, that cannot be solved with PLAXIS 2D. Finite element modelling in full 3D has never been easier with a range of CAD-like drawing tools and extrude, intersect, combine and array operations. It's almost like sculpting.
In this showreel, we display some models of dams and embankments made in PLAXIS 3D.
Bentley Systems, Inc.is the global leader dedicated to providing architects, engineers, constructors, and owner-operators with comprehensive architecture and engineering software solutions for sustaining infrastructure. Founded in 1984, Bentley has nearly 3,000 colleagues in more than 45 countries, $500 million in annual revenues, and, since 2001, has invested more than $1 billion in research, development, and acquisitions.
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