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SOFiSTiK ASE 3D Finite Element Analysis & Design Besides slabs and disks, more and more complex 3D structures are analysed as an entire system.With the module ASE, the user is supplied with a very powerful tool for the analysis of such projects. ASE-systems are entered via SOFiPLUS or MONET. Depending on the installed modu- les, ASE can be used for building design, tun- nel design, bridge design, pre-stressed con- crete design, composite design for linear, non-linear and dynamical analysis. Pre-processing SOFiPLUS-X, Monet or CADINP Elements 4-node isoparametric shell element 3D continuum element Membrane elements Non-linear contact elements Non-linear bedding elements Bedded QUAD-elements Piles Truss members and cables Bending beams Linear and non-linear springs Line and area bedding Half space elements Cross Sections Table with steel design cross-sections according to DIN, EC, BS, US, JS ... Standard cross-section library (T-beams, circle, square, tube) Cable cross sections (e.g. DIN 3052 ff.) Geometry-free entry only via parameters Any thick- or thin walled polygonal cross- sections Polygonal cross-sections with cavities Correct shear stress, shear centre, torsio- nal moment of inertia Composite cross-sections Comfortable graphical CS-generation and -management with WinAQUA DXF- Interface Interactive input e.g. of welding lines, shear sections, reinforcement, effective width Materials Material database (DIN, EC, BS, ACI, ASSHTO etc.) Non-linear material law for concrete and metals Interactive input of stress- strain curves Freely definable material attributes Analysis Capabilities Limit load iteration, Eigenmodes, elasto- plastic zones Non-linear material behaviour Stability Geometrical non-linearities Form finding Vertical adjustment Warping force torsion Eigenvalues, - modes Primary states of stress Primary states of deformation Cables with internal sag Superposition Comfortable Windows interface with WinMAXIMA Automatical Min/Max determination of internal forces and moments, support reactions, deformations, tensions, bedding forces Enveloping curve for extreme values Alternative load cases and groups Nord/LB Building, Hanover Consultants: Pfefferkorn & Partner, Stuttgart Wetzel & von Seht, Hamburg Structural / FEA / Dynamics SOFiSTiK AG www.sofistik.com [email protected]

Sofistik Ase

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SOFiSTiKASE3D Finite Element Analysis & DesignBesides slabs and disks, more and morecomplex 3D structures are analysed as anentire system.With the module ASE, theuser is supplied with a very powerful toolfor the analysis of such projects.

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Page 1: Sofistik Ase

SOFiSTiKASE3D Finite Element Analysis & Design

Besides slabs and disks, more and morecomplex 3D structures are analysed as anentire system.With the module ASE, theuser is supplied with a very powerful toolfor the analysis of such projects.

ASE-systems are entered via SOFiPLUS orMONET. Depending on the installed modu-les,ASE can be used for building design, tun-nel design, bridge design, pre-stressed con-crete design, composite design for linear,non-linear and dynamical analysis.

Pre-processing■ SOFiPLUS-X, Monet or CADINP

Elements■ 4-node isoparametric shell element■ 3D continuum element■ Membrane elements■ Non-linear contact elements■ Non-linear bedding elements■ Bedded QUAD-elements■ Piles■ Truss members and cables■ Bending beams■ Linear and non-linear springs■ Line and area bedding■ Half space elements

Cross Sections■ Table with steel design cross-sections

according to DIN, EC, BS, US, JS ...■ Standard cross-section library (T-beams,

circle, square, tube)■ Cable cross sections (e.g. DIN 3052 ff.)■ Geometry-free entry only via parameters■ Any thick- or thin walled polygonal cross-

sections■ Polygonal cross-sections with cavities■ Correct shear stress, shear centre, torsio-

nal moment of inertia■ Composite cross-sections■ Comfortable graphical CS-generation and

-management with WinAQUA■ DXF- Interface■ Interactive input e.g. of welding lines, shear

sections, reinforcement, effective width

Materials■ Material database (DIN, EC, BS,ACI,

ASSHTO etc.)■ Non-linear material law for concrete and

metals■ Interactive input of stress- strain curves■ Freely definable material attributes

Analysis Capabilities■ Limit load iteration, Eigenmodes, elasto-

plastic zones■ Non-linear material behaviour■ Stability■ Geometrical non-linearities■ Form finding■ Vertical adjustment■ Warping force torsion■ Eigenvalues, - modes■ Primary states of stress■ Primary states of deformation■ Cables with internal sag

Superposition■ Comfortable Windows interface with

WinMAXIMA■ Automatical Min/Max determination of

internal forces and moments, supportreactions, deformations, tensions, beddingforces

■ Enveloping curve for extreme values■ Alternative load cases and groups

Nord/LB Building, HanoverConsultants:

Pfefferkorn & Partner, StuttgartWetzel & von Seht, Hamburg

Stru

ctur

al /

FEA

/ D

ynam

ics

SOFiSTiK AGwww.sofistik.com

[email protected]

Page 2: Sofistik Ase

SOFiSTiKASE3D Finite Element Analysis & Design

Modular division of the applicationsystems

ASE Basic module

■ Allows linear analysis of 3D folded struc-tures incl. superposition and design

Included modules:GENF, GRAF, SEPP, MAXIMA, BEMESS

ASE 1Basis:ASE

■ Eigenvalues, modal loads■ 3D- continuum elements■ 3-layered reinforcement■ Primary states for pre-stress■ Influential areas■ Working-load checks, crack widths

according to booklet 400 DAStb.

Included module: SEPP 1

ASE 2Basis:ASE

■ Non-linear springs■ Pile elements■ Non-linear bedding elements■ 2nd Order theory for frame systems

Included module: SEPP 2

ASE 3Basis:ASE,ASE 1 + ASE 2

■ 3rd Order theory■ Geometrical non-linear analysis

ASE 4Basis:ASE,ASE 1 + ASE 2

■ Non-linear concrete and steel laws forshells

■ Soil mechanical elasticity laws for volumeelements

Included module: SEPP 4

Building at Potsdamer Platz, Berlin, GermanyConsultants:

Leonhard Andrä & Partner, Stuttgart, GermanyMembrane Structure, Cement Ming Plant

Consultants: Fichtner & Köppl, Rosenheim

Design

■ DIN 1045, DIN 1045-1, EC 2,ACI,OENORM B4700, BS 8110

Punching■ also on 3D systems, for columns, wallends,

re-entrant corners, column on floor slab

Optional Steel Building Proofs■ DIN 18800,1052, EC 3/4/5, OE-Norm,

SIA,AASHTO, India, China■ W/D-checks, fatigue resistance■ Checks E-E, E-PL for all the internal forces

and moments

Result Output■ Animator,WinGRAF, DBView, Ursula

Areas of Application■ e.g. Building design, concrete design, bridge

design, tunnelling, foundation engineering,steel design, form finding, membranes, lightshell structures, cable systems, facade- andglass design, rotation shells, hydraulicengineering, dynamics, container structu-res

Available Codes■ DIN 1045, OE-NORM B 4700 or EURO-

CODE 2, Part 1, BS 8110 Part 1,ACI

Stru

ctur

al /

FEA

/ D

ynam

ics

SOFiSTiK AGwww.sofistik.com

[email protected]