XFEM4U: Difference between revisions
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It is developed in close cooperation with the users of the software. | It is developed in close cooperation with the users of the software. | ||
This page contains a complete list of all the features of XFEM4U. For more information check the [[Documentation XFEM4U|Documentation XFEM4U.]] | |||
<youtube>Dh4v5oTb1b0&list=PLULKpgX0QPOIa8ui4s0AFR8brVXiQRDzx</youtube> | <youtube>Dh4v5oTb1b0&list=PLULKpgX0QPOIa8ui4s0AFR8brVXiQRDzx</youtube> | ||
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===Geometry=== | ===Geometry=== | ||
* Point, line, surface supports | * Point, line, surface supports | ||
* Pinned, fixed, (rotational) spring | * Pinned, fixed, (rotational, strain) spring | ||
* Beams | * [[XFEM4U Beams]] | ||
* [[Plates]] | * [[XFEM4U Plates]] | ||
* Gridlines XYZ | * Gridlines XYZ | ||
* Outer Panel | * Outer Panel | ||
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===FEM/Solver=== | ===FEM/Solver=== | ||
* 3D Finite Element Method('''FEM''') | * 3D Finite Element Method('''FEM''') | ||
* Force distribution is determined using the displacement method. Normal- and shear force deformations are taken into account | |||
* New powerful matrix/equation solver written in C# | * New powerful matrix/equation solver written in C# | ||
* Modern powerful meshing tool | * Modern powerful meshing tool | ||
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* Used hybride element type is based on the latest insights from engineering science. | * Used hybride element type is based on the latest insights from engineering science. | ||
* Geometric Linear(GL) and Geometric Non-Linear(GNL) second order calculation | * Geometric Linear(GL) and Geometric Non-Linear(GNL) second order calculation | ||
* Geometric Non Linear for beams | |||
* Geometric Linear for plates | |||
* Physic Linear for Concrete, Steel and Wood | * Physic Linear for Concrete, Steel and Wood | ||
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* Forced node displacement | * Forced node displacement | ||
* Surface load can be used for load distribution to beams | * Surface load can be used for load distribution to beams | ||
* Use of the local or global coordinate system | |||
* Load generator | |||
===Interface=== | ===Interface=== | ||
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===Standards=== | ===Standards=== | ||
* [[Eurocodes]] are integrated where applicable | * [[Documentation Eurocode|Eurocodes]] EN 1990, EN 1991, EN 1992, EN 1993 and EN 1995 are integrated where applicable | ||
* [[Documentation ANSI|American Standard of steel]] ANSI/AISC 360-16 is integrated. | |||
* Dutch, German, UK, Belgium and Italian National Annex of the Eurocodes are integrated | * Dutch, German, UK, Belgium and Italian National Annex of the Eurocodes are integrated | ||
* Partial factors are based on consequence class and NA | * Partial factors are based on consequence class and NA | ||
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* Dutch specific features: | * Dutch specific features: | ||
** [[NEN 8700]] integration | ** [[NEN 8700]] integration | ||
** Old | ** Old rebar steel types'''(FeB220,FeB400) are integrated | ||
** Earthquake calculations using the [[NEN-NPR 9998]] | ** Earthquake calculations using the [[NEN-NPR 9998]] | ||
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* Calculation of concrete beams using the Eurocode EN 1992-1-1 Β | * Calculation of concrete beams using the Eurocode EN 1992-1-1 Β | ||
* Checks ULS and SLS | * Checks ULS and SLS | ||
* FEM Calculation of reinforcement in plates based on all internal forces(M,N,V) using the latest scientific insights'''. | * [[Reinforcement calculation plate Eurocode | FEM Calculation of reinforcement in plates]] based on all internal forces(M,N,V) using the latest scientific insights'''. | ||
* Using the 3-layer model | * Using the 3-layer model Β | ||
* | * Shear force reinforcement in plates is calculated as well | ||
===Steel=== | ===Steel=== | ||
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* Global buckling stability check using GNL(Second-order analysis) | * Global buckling stability check using GNL(Second-order analysis) | ||
* Steel optimization module | * Steel optimization module | ||
* ca 2700 different | * ca 2700 different steel profiles integrated. | ||
* [[Built-up section]] Β | * [[Profile|Built-up section]] | ||
* Deflection check including pre-camber | * Deflection check including pre-camber | ||
* Integrated steel connection module. Beam-column moment connection can be calculated and the trilinear rotational rigidity diagram is used for the | * Integrated steel connection module. Beam-column moment connection can be calculated and the trilinear rotational rigidity diagram is used for the moment distribution | ||
* Tapered sections | * Tapered sections | ||
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* Calculation of timber columns/beams using Eurocode | * Calculation of timber columns/beams using Eurocode | ||
* Global buckling stability check using GNL(Second-order analysis) | * Global buckling stability check using GNL(Second-order analysis) | ||
* | * Climate classes are integrated | ||
* Tapered sections | * Tapered sections | ||
===Results & Reporting=== | ===Results & Reporting=== | ||
* Internal forces of beams(M,V,N) | * Internal forces of beams(M,V,N) | ||
* Reaction | * Reaction forces | ||
* Envelop | * Envelop forces and stresses | ||
* Flat representation or 3D Isosurfaces | * Flat representation or 3D Isosurfaces | ||
* [[Plate stresses/forces]](Ο-x,Ο-y,Ο-xy,Ο-von Mises, nxx, nyy, nxy, mxx, myy, mxy, vx, vy, Mudx, M'udx, Mudy, M'udy, Asxb, Asxt, Asyb, Asyt, Asxb_extra, Asxt_extra, Asyb_extra, Asyt_extra, Asw, m1, m2, v0, Traj-m, Traj-v, Soil pressure) | * [[Plate stresses/forces]](Ο-x,Ο-y,Ο-xy,Ο-von Mises, nxx, nyy, nxy, mxx, myy, mxy, vx, vy, Mudx, M'udx, Mudy, M'udy, Asxb, Asxt, Asyb, Asyt, Asxb_extra, Asxt_extra, Asyb_extra, Asyt_extra, Asw, m1, m2, v0, Traj-m, Traj-v, Soil pressure) | ||
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===Import/Export=== | ===Import/Export=== | ||
* Import of [[DWG/DXF]], | * Import of [[DWG/DXF]], [[XML Interface|XML]],[[SDNF]] | ||
* Export of | * Export of [[XML Interface|XML]], [[SDNF]], txt | ||
* Import/Export to Revit/Dynamo, Tekla using xml interface | * Import/Export to Revit/Dynamo, Tekla using xml interface | ||
* Export to pdf, rtf | * Export to pdf, rtf |
Latest revision as of 10:04, 4 November 2022
XFEM4U is the MOST intuitive structural analysis and design software for 3D models of any structure. Consider, for example, a calculation of 3D frameworks in steel and/or wood, concrete beam grids, foundation slabs on an elastic soil, point-supported concrete flat slabs, walls, and so on. Whether or not combined in one model.
It is developed in close cooperation with the users of the software.
This page contains a complete list of all the features of XFEM4U. For more information check the Documentation XFEM4U.
Features
Geometry
- Point, line, surface supports
- Pinned, fixed, (rotational, strain) spring
- XFEM4U Beams
- XFEM4U Plates
- Gridlines XYZ
- Outer Panel
- Layers
- Dimension
- Copy, move, delete, rotate
- Copy including loads
- Mirror
- Multiple copies
- Renumber
- Find
- Snap
- Navigating in 3D using Revit or Tekla Style
- 3D Mouse(By example 3D Connection) is supported
- Solid view/Line view
- Perspective, Orthographic
- Screenshot
- Zoom extents
- Zoom selection
- Hall Wizard
FEM/Solver
- 3D Finite Element Method(FEM)
- Force distribution is determined using the displacement method. Normal- and shear force deformations are taken into account
- New powerful matrix/equation solver written in C#
- Modern powerful meshing tool
- Create local mesh refinements
- Used hybride element type is based on the latest insights from engineering science.
- Geometric Linear(GL) and Geometric Non-Linear(GNL) second order calculation
- Geometric Non Linear for beams
- Geometric Linear for plates
- Physic Linear for Concrete, Steel and Wood
Loads
- Load Cases/Combinations user defined or using the Eurocode
- Beam load, plate load, free surface load, node load, free point load
- Forced node displacement
- Surface load can be used for load distribution to beams
- Use of the local or global coordinate system
- Load generator
Interface
- Multiple languages are available: English, German, Spanish, Italian, Norwegian, French and Dutch
- CAD like user interface intuitive modern and fast
- Colors, text height fully customable
- 3D OpenGL Graphics
Standards
- Eurocodes EN 1990, EN 1991, EN 1992, EN 1993 and EN 1995 are integrated where applicable
- American Standard of steel ANSI/AISC 360-16 is integrated.
- Dutch, German, UK, Belgium and Italian National Annex of the Eurocodes are integrated
- Partial factors are based on consequence class and NA
- Imperfection in 2 directions
- Dutch specific features:
- NEN 8700 integration
- Old rebar steel types(FeB220,FeB400) are integrated
- Earthquake calculations using the NEN-NPR 9998
Concrete
- Calculation of concrete beams using the Eurocode EN 1992-1-1
- Checks ULS and SLS
- FEM Calculation of reinforcement in plates based on all internal forces(M,N,V) using the latest scientific insights.
- Using the 3-layer model
- Shear force reinforcement in plates is calculated as well
Steel
- Integrated Eurocode EN 1993(class 1-3 profiles)
- Global buckling stability check using GNL(Second-order analysis)
- Steel optimization module
- ca 2700 different steel profiles integrated.
- Built-up section
- Deflection check including pre-camber
- Integrated steel connection module. Beam-column moment connection can be calculated and the trilinear rotational rigidity diagram is used for the moment distribution
- Tapered sections
Timber
- Calculation of timber columns/beams using Eurocode
- Global buckling stability check using GNL(Second-order analysis)
- Climate classes are integrated
- Tapered sections
Results & Reporting
- Internal forces of beams(M,V,N)
- Reaction forces
- Envelop forces and stresses
- Flat representation or 3D Isosurfaces
- Plate stresses/forces(Ο-x,Ο-y,Ο-xy,Ο-von Mises, nxx, nyy, nxy, mxx, myy, mxy, vx, vy, Mudx, M'udx, Mudy, M'udy, Asxb, Asxt, Asyb, Asyt, Asxb_extra, Asxt_extra, Asyb_extra, Asyt_extra, Asw, m1, m2, v0, Traj-m, Traj-v, Soil pressure)
- Different useful options for output selection
- Create Bill of materials of beams
Import/Export
- Import of DWG/DXF, XML,SDNF
- Export of XML, SDNF, txt
- Import/Export to Revit/Dynamo, Tekla using xml interface
- Export to pdf, rtf
Videos
Below a number of Quickstart videos from our YouTube Channel:
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