sofistik.pdf

Bridge Design

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The SOFiSTiK module portfolio is especially powerful and versatile for the advanced analysis and design in all fields of bridge engineering.

Powerful graphical AutoCAD-based 3D pre-processing and interactive parametric input enable the user to control and adjust the model and the calculation to any demand. Analysis with nonlinear effects as well as economical influence line evaluation is possible. Seamless integration of construction stage analysis, precamber determination and automated force optimization are available. Design code specific tasks are supported ranging from a library of standard load models (road and railway) to special design and serviceability checks and assessments. Interactive graphical and numerical post-processing as well as open interfaces for individual result treatment are part of this package which is used worldwide by lead-ing consulting engineering firms, contractors and project joint ventures.

Cross Sections and Geometry CABD-Technology: Parametric axis-based geometry input. Variables and

formulas enable complex parametric modeling. SOFiPLUS: 3D General AutoCAD-based pre-processing with automatic

meshing Rhinoceros Interface: FE meshing for NURBS surfaces (freeform areas) Parametric master cross sections Cross Section Editor: AutoCAD-based cross section input High-End sectional analysis for R/C, steel and composite sections

(Warping, FE cross sections) Consideration of sectional construction stages

(in-situ concreting, composite shear etc.) Open and closed sections Non-effective areas (shear lag) Steel and composite class 4 sections with automatic determination of

effective widths acc. t. EN 1993-1-5 General stress output points (automatic and user defined) Dedicated input wizard for standard bridge types

(beam, slab and arch bridges)

General Features and Bridge Types 3D Finite Elements: Beam, shell, volume, cable, truss, spring and

dampers with nonlinear material and geometric capabilities Elastic bedding, nonlinear bedding, pile elements, analytical halfspace

model for soil-structure interaction BIM/IFC 2x3 structural view interface (e. g. Dlubal RFEM/RSTAB) Single or multi-web beam systems Grillages Cable stayed bridges Suspension bridges Slab/Frame/Integral systems Moving and foldable systems Hybrid systems (beam and orthotropic shell deck) Extradosed bridges Composite systems

Bridge Design

Pre- / Post-Tensioning TENDON: Prestressing of beam and shell structures PT Editor and AutoCAD based tendon input Full 3D geometry definition in plan, elevation and cross sectional views

(cubic 3D spline) Computation of stressing forces considering jacking sequences, wedge

slip, friction, wobble, primary and secondary effects Jacking and construction sequences including partial prestressing options Immediate bond Unbonded tendons Internal and external tendons Library of prestressing systems Tendon stress diagram

Loading SOFiLOAD-V: Library for traffic loads (road and railway) e.g.: EN 1991-2

TS/UDL/Special vehicle bridge loading, BS 5400 HA/HB vehicles, AS M1600/S1600, US AASHTO, High-Speed Trains (ICE3, TGV etc.)

Traffic-Loader Task: Graphical traffic load input Free or element/node related general load definition Settlement, temperature, wind, collision and support jacking loading Load combinations according to selected standard Lifeload evaluation acc. to groups of traffic loads Table 4.4a of EN 1991-2

Analysis ASE: 1st, 2nd and 3rd order 3D FE analysis

(linear, P-Delta and fully geometric nonlinear analysis) ELLA: Influence lines and influence surfaces HISOLV: High-End parallel sparse and iterative solvers (Windows and LINUX) Eigenvalues Earthquake and response spectra analysis Soil-structure interaction Nonlinear material models for R/C and steel Nonlinear spring and damper elements Contact elements for ILM Implicit beam hinges with PMM-worklaws (Moment-Normal force inter-

action) Primary states for deformation and stress (construction memory) Time-step integration / Time history analysis Buckling analysis Dynamic wind analysis Moving loads (Rolling Stock) Vehicle-structure interaction (passenger comfort analysis) Train and rail-bridge interaction (UIC 774-3)

Construction Stage Simulation CSM: Tabular graphical supported construction stage simulation with all

time-dependant effects (automatic determination of all CSR parameters) Span-by-span erection with precamber Free and balanced cantilever method (FCM/BCM) Nonlinear construction methods (suspension bridges) Integrated force optimization and iterative shop forms Incremental launching with special contact bearing elements (ILM) Retrofitting, collapse and forensic analysis

Project: Massetal Railway Bridge, GermanyOwner: DB Netz AGEngineering: Obermeyer, SSF Ingenieure AG, Bchting + Streit AG

Design Code Checks SLS and ULS in general with reinforcement design, stress checks,

decompression, crack widths, robustness, fatigue Integrated design of all elements Eurocodes EN 1992, 1993, 1994 and 1999 National Annexes of Austria, Denmark, Finland, France, Germany, Italy,

Netherlands, Norway, Spain, Sweden, UK DIN-FB 101, 102-104 BS 5400 (opt. Hong Kong concrete model) SIA 262 AASHTO 2004, 2010 (LRFD), ACI 318-08, AISC 2005 AS 5100 (Australia) EHE (Spain) IRC (India) S-BRO 2004 (Sweden) NBR 6118-2003 (Brasil) TMH7 (South Africa) SNIP 52.101-2003, II 01.03-89 (GOST Certificate) Please contact us for latest code support information

Post-Processing WinGRAF: Graphical interactive post-processing for all results Result Viewer: Numerical post-processing (copy-and-paste to Excel or

similar) Report Browser: Tabular print-out results SIR: Integration of FE shell results Programming interfaces (VBA, C, C++, FORTRAN) Excel interface /.pdf export

Additional Features Pre-camber and shop forms Push-Over analysis (ATC-40 and EC8 procedures) Optimization of structural answers

(cable forces, max. moment, min. displacement, etc.) Formfinding of cable structures Dynamic soil-structure interaction with Halfspace (SBFEM) Hydration Fire-Design Nonlinear timestep analysis Wave loading (e.g. Linear Theory (Airy), Stokes 5th order) Dynamic wind properties for cross sections (incl. Scanlan-Derivatives) Dynamic wind for bridge aerodynamics (SOFiLOAD-DW) CFD Analysis On-demand support with academy and individual expert trainings Worldwide expert network

FEM Packages Modern Structural AnalysisWhich FEM Package fits your needs? Visit the SOFiSTiK FEM Packages page by scanning the QR code below or contact us for a customized solution at [email protected]

Project: Promenade bridge, Nijmegen, The NetherlandsClient: Community NijmegenArchitect and Engineering: NeyPoulissen Architects & Engineers

References

Project: Bridge over River IJssel Hanzelijn, The NetherlandsArchitecture: Quist Wintermans Architekten BVEngineering: SSF Ingenieure AG, ABT BV adviseurs in boutechniek

Project: Khor Al Batah Bridge, Sur, Sultanate of Oman Owner: Ministry of Regional Municipalities, Environment and Water

Resources Directorate General of Technical Affairs Muscat, Sultanate of Oman

Engineering: schlaich bergermann und partner

Project: Farris Bridge, NorwayArcitecture: L2 ArkitekterEngineering: Rambll Norge AS

Project: Passerelle des deux Rives, Strasbourg Kehl, France Germany

Architecture: Marc Mimram Engineering: Leonhardt, Andr und Partner

1 Queensferry Crossing Client: Transport Scotland Contractor: Forth Crossing Bridge Constructors Design Joint Venture: Ramboll, Grontmij, Leonhardt, Andr und Partner Independent Checker: AECOM, URS

2 Jamal Abdul Nasser Street Client: State of Kuwait Contractor: Rizzani de Eccher, Obrascon Huarte Laln S.A., Boodai Constructions w.l.l, Trevi Designer: Tony Gee and Partners (Asia) Ltd Construction Engineering: Deal Srl

3 Ponte Silogno, Italy Client: ANAS S.p.a. Engineering: STIGEA S.r.l.

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SOFiSTiK AG Germany

Bruckmannring 3885764 OberschleiheimT +49 (0)89 315878-0F +49 (0)89 315878-23

Burgschmietstr. 4090419 NrnbergT +49 (0)911 39901-0F +49 (0)911 397904

[email protected]

SOFiSTiK AG 2014

REVIT

STRUCTURE AUTOCAD

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BuildingsBridgesTunneling

Lightweight StructuresPre-/ Post-tensioningGeotechnics

Steel ConstructionDynamicsComputational Fluid Dynamics

www.sofistik.com

General Features/ Pre-processing General 3D FE modelling Beam, Shell, Volume, Cable, Truss, Spring and Pile Finite

Elements Graphical pre-processing with AutoCAD (SOFiPLUS) and

Autodesk Revit Structure (BIM) Rhinoceros Interface: FE meshing for NURBS surfaces

(freeform areas) IFC 2x3 structural view interface (e. g. Dlubal RFEM/RSTAB) Cross-Section Editor in SOFiPLUS Dialog based user interface (SOFiSTiK Structural Desktop) Thick-walled, thin-walled and FE cross sections Arbitrary solid and plate-welded-sections Graphical input for slab and beam post-tensioning Parametric input language (CADINP) Interactive graphical post-processing and plotting Tabular output / Excel interface /.pdf export FE results export for SOFiCAD reinforcement detailing and

BAMTEC

Analysis Linear, 2nd-Order theory (P-Delta) and full geometric nonlinear

analysis Parallel sparse-solver (32- and 64-Bit, Windows and LINUX) Dynamic and buckling eigenvalue analysis Construction stage analysis Tensile failure for elastic bedding Soil-structure interaction with elastic halfspace and pile elements Nonlinear spring effects (crack, gap, yielding etc.) Individual work laws for springs and hinges Warping torsional degree of freedom for beams Material nonlinear analysis for beams Nonlinear RC material model for plate and shell elements

(realistic stiffness, crack prediction etc.) Nonlinear layered shell element (e.g. steel plastification,

sandwich-glass, timber / OSB) Global imperfections from scaled eigenmodes Automatic determination of time-dependent effects

(creep, shrinkage and relaxation) Library of standard steel profiles with profile family optimization Heat transfer analysis

Loading/ Design-Features Mesh independent loading Load distribution surfaces/areas Hydrostatic/Fluid loading Wind loading (EN 1991-1-4, SNIP and physical wind profiles) Library of earthquake spectra (EN 1998, SIA, I-DM, UBC/IBC,

SNIP etc.) Nonlinear capacity spectra (Push-Over) Elastic stress design, section classification, nonlinear interac-

tion and plastification for steel sections Centric buckling and LTB checks (EN 1993) Steel and composite class 4 sections with automatic determi-

nation of effective widths acc. t. EN 1993-1-5 RC bending and shear design for various codes RC serviceability and stress checks Prestressed concrete design and stress checks Automatic punching determination and checks Integrated (downstand) beam design Connection design acc. t. EN 1993 (FIDES STeelCON)

Buildings / Steel Construction

General General 3D FE modelling Beam, Shell, Volume, Cable, Truss, Spring and Pile Finite

Elements Linear, 2nd order theory (P-Delta) and full geometric nonlinear

analyses Parallel sparse-solver (32- and 64-Bit, Windows and LINUX) Influence line evaluation with automatic enveloping (ELLA) Transverse influence lines for multi-girder and shell systems Dynamic and buckling eigenvalue analysis Linear and nonlinear construction stage analysis Automatic determination of time-dependent effects (creep,

shrinkage and relaxation) Contact elements for ILM Train and Rail - Bridge interaction (Rolling stock, UIC 774-3)

System/ Cross-Sections Axis-based parametric input technology (CABD) Graphical axis, cross-section, super- and substructure

modeling in SOFiPLUS Automatic cross-section interpolation along bridge axes Non-effective cross-sectional areas Composite sections with shear connector Cross-sectional construction stages

Pre-/ Post-tensioning Library of prestressing systems Beam and shell prestressing Cubic 3D spline geometry Internal and external tendons Friction loss calculation Tensioning force diagrams

Loading Load models to DIN-FB101, EN 1991-2, BS 5400, EHE,

AASHTO, UIC Automatic loadcase combinations and superpositioning Automatic track division relative to axis Evaluation of load groups Temperature, bearing change, wind and impact loading

Design Ultimate limit state checks (ULS) Serviceability limit state checks (SLS) Fatigue checks for reinforcement steel

Eurocodes EN 1992, 1993, 1994 and 1999 National Annexes of Austria, Denmark, Finnland, France,

Germany, Italy, Netherlands, Norway, Spain, Sweden, U.K. AASHTO 2004, 2010 (LRFD), ACI 318-08, AISC 2005 AS 3600, 5100 BS 5400, 5950, 8110 (opt. HongKong Concrete Model) DIN 1045-88, 1045-1:2008, 4227, 18800, 1052:2008 DIN-FB 102-104 DIN EN 1992-2 F-BAEL 91 revises 99 OEN 4700, 4750 SIA 262, 263, 265, 162 SNIP 52.101-2003, II 01.03-89 (GOST Certificate) Please contact us for latest code support information

Bridge Design

Supported Design Codes

Yamuna Birdge at Wazirabad, IndiaArchitect: Ratan J. Batliboi, Mumbai

Structural Engineering: schlaich bergermann und partner

General Non-linear beam, plate or volume analysis including design Interface and contact elements Automatic Phi-c reduction Construction or excavation phases (TALPA CSG) Load history Combined systems and renovation Seepage, groundwater flow (HYDRA) Drained and undrained soil conditions Earthquake and Dynamics (DYNA) Analytical halfspace (HASE) Halfspace stiffness according to the stiffness coefficient method

for 3D foundation simulation (soilstructure interaction) Specification of soil parameters via bore profiles Layer interpolation of soil properties FE beams in the halfspace as extended piles with optional

limiting skin friction and pile foot load Limitation of bedding stresses Tunneling Open construction (cut and cover) New Austrian tunneling method Pipe jacking, Underwater tunnels Tunnel boring machine simulation Sequential/segmental lining Dynamic analysis (e.g. rockfall) 3D volume systems Geotechnics Excavations Angled retaining walls (FIDES) Dam analysis Slope failure Hydraulic heave Piled foundations Dynamic soil-structure interaction (SBFEM) Residual stress from heat of hydration 3D settlement analysis

System input SOFiPLUS (AutoCAD)/SOFiSTiK Structural Desktop Parametric text input (CADINP) WinTUBE (FIDES)

Material modeling Von Mises (optional viscoplastic) Drucker-Prager (optional viscoplastic) Mohr-Coulomb Lades law Elasto-plastic with optimized consolidation formulation

(Hardening Plasticity Soil) Heave / swelling Rock Orientated shear planes (crevasse/seam/fissure) Non-linear concrete behavior User-defined material modeling

Design Integrated design for beams and shells Reinforced concrete and structural steel checks Non-linear beam and shell elements for realistic stiffness

simulation in construction phases Non-linear design Fire design for beams and shells

Tunneling / Geotechnics

General Parallel buckling and eigenvalue solver (32 and 64 bit) Methods: Simultaneous Vector Iteration and Lanczos Optional filtering for positive buckling values Direct integration of equations of motion for time-step meth-

ods with arbitrary damping Steady-state oscillations and excitation via spectra Consistent/diagonalized masses and damping matrices Spring elements, boundary and FLEX elements Damping elements (Rayleigh) Library of response spectra (DIN 4149, EN 1998, I-DM, SIA,

SNIP, IBC etc.) Artificial earthquake from energy, velocity and acceleration

spectra Sign compatible superpositioning of corresponding internal

forces for spectra SRSS and CQC superpositioning as well as absolute additions Harmonised CQC and SRSS superpositioning for sign

information Stationary response with frequency spectra Damping properties different for individual groups Time-history with modal calculation and direct integration

Advanced Dynamics Rolling stock Train-bridge interaction Dynamic contact problems Dynamic soil-structure interaction with Halfspace (SBFEM) Load functions for pedestrian loads Determination of non-linear capacity spectra (Push-Over) Dynamic wind properties for cross sections (incl. Scanlan-

Derivatives) Production of artificial wind patterns for dynamic time-step

analysis in bridge construction

Dynamics

Lightweight Structures / Membranes

References

Analysis of complete system with a combination of different element types such as beams, plates, layers and shells using materials such as steel, glass, concrete and membranes

User-defined work laws for materials and spring elements Construction stages with primary loadcases Full geometric nonlinear analysis Ultimate load iteration Plastic hinge simulation Local and global stability checks (buckling / slenderness / LTB) Eigenvalues and Eigenforms Global imperfections based on eigenforms Buckling eigenvalues Warping torsion Cables with internal cable sag Prestressing of arbitrary free-form shells Membrane elements with compression failure and shear stiffness Formfinding using FE method (i.e. interaction with secondary

structural system) Cutting pattern (TEXTILE)

1: Hospes Huerto del Emir Hotel, Murcia Client: F.C.C. Engineering: Calter Ingeniera, Madrid 2: BC Place Stadium, Vancouver Architect: Stantec, Vancouver

Engineering: schlaich bergermann und partner 3: The Yas Hotel, Abu Dhabi Architect: Asymptote Architecture, New York

Engineering Grid-Shell: schlaich bergermann und partner 4: Massetalbrcke Client: DB Netz AG Engineering: Obermeyer, SSF Ingenieure AG,

Bchting+Streit AG 5: SOFiSTiK FE System: Prestressed Flat Slab6: Earthquake Simulation Taiwan Highspeed Railway, Hochtief AG 7: Soil-Structure Interaction between existing Metro Tunnels and Media-Bridge Building, Munich

FE-Simulation: bwp Burggraf + Reiminger GmbH 8: FE-Earthpressure and Seepage simulation of a Liftlock at River Weser, Minden

FE-Simulation: Ingenieurbro Dr. Kupfer 9: CFD simulation for a bridge cross-section Prof. Dr.-Ing. Katz, SOFiSTiK AG

SOFiSTiK AG Germany

Bruckmannring 3885764 OberschleiheimT +49 (0)89 315878-0F +49 (0)89 315878-23

Burgschmietstr. 4090419 NrnbergT +49 (0)911 39901-0F +49 (0)911 397904

[email protected]

SOFiSTiK AG 2013

Pedestrian Bridge Sassnitz, GermanyEngineering: schlaich bergermann und partner

PGE Arena Gdask, Poland Architect: RKW Rhode Kellermann WawrowskyEngineering Steel-Roof and Membrane: KBP Zoltowski

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