MIDAS Information Technology midas FEA Advanced Nonlinear and Detail Analysis Program 10 Reasons for...

MIDAS Information Technology

midas FEAmidas FEA Advanced Nonlinear and Detail Analysis Program Advanced Nonlinear and Detail Analysis Program

10 Reasons for using midas FEA


Why

1 Total Solution

Exceptional Modeling Methods Powerful Analysis Features

3 Intuitive 3D Modeling

4 Robust Auto-Meshing

5 Various Material Models

6 Excellent Performance

7 Effective Visualization

8 Special Output Functions

9 Leading Technology

10 Extensive User Support

Outstanding Post Display Technology and Support

2 All in One

Why midas FEA


Functions What others canrsquot midas FEA offers Outcomes

1 Total Solution in Civil Engi-neering

They are not designed to be used in Civil-ori-

ented problems

983791 Concrete Steel Composite Cable Stayed Bridges983791 Pier Abutment Deck Anchor Detail Analysis983791 Plant Structures (Dam LNG Tank Structure Steel Reactor etc) 983791 Marine and Offshore (Breakwater Quay Wall Tetrapod)983791 and much morehellip

Finally a perfectnonlinear amp detail

analysis software has come to civil engi-

neers

2 All in OneThey are specialized for certain analysis

functions

983791 Static Analysis 983791 Construction Stage Analysis983791 Modal Analysis983791 Linear Buckling Analysis 983791 Contact Analysis983791 Heat Transfer Analysis 983791 Fatigue Analysis983791 Reinforcement Analysis 983791 Cracking Analysis983791 Transient Frequency Spectrum Response Analysis983791 Material Geometry Nonlinearity Analysis983791 Interface Nonlinearity Analysis

All Analysis Functions in One midas FEA

3 Intuitive 2D3D Modeling

They canrsquot model complex 3D models

simplification re-quired

983791 Task-Oriented User Interface983791 Geometry Based Modeling983791 Simple and Quick Reinforcement Definition983791 Various Automatic Interface Element Generation Methods

Learn program skills fast and create com-plex models easily

4 Robust Auto-meshing

Meshing takes up a long time and details

canrsquot be modeled

983791 2D3D Auto-mesh and Map-Mesh Generation983791 Loop Mesher 983791 Tetra Mesher 983791 Grid Mesher 983791 Map Mesher 983791 Delaunay Mesher 983791 Hybrid Mesher

Comprehensive detail modeling capability

5 Various Mate-rial models

They have a limitation in element types and

material models

983791 All required material models and element types in Civil Engineering are provided

Parametric Study of different material be-

haviors

Why midas FEA 10 Reasons for using midas FEA


Why midas FEA


6 Excellent Analysis Per-formance

They canrsquot provide Fast Robust and Efficient analysis technology

983791 Fastest analysis speed983791 Linear Static Analysis of 64000 elements = 649

Sec

Any complex models can be solved in a matter of hours

(A solution in 24 Hrs)

7 Effective Re-sult Visual-ization

They canrsquot deliver accurate and clear output results to users with simple graphic presentations

983791 Various graphic visualization983791 Animation capture capability983791 Flying View983791 Virtual Transformation

midas FEA provides very powerful and effective anal-

ysis report

8 Practical output func-tions

They canrsquot provide practi-cal result data to be used in design

983791 Various specialized plots 983791 Result data ta-bles983791 Useful diagrams and graphs 983791 Report 983791 ForceMoment diagrams 983791 On-curve Diagram983791 Settlement Profile 983791 Probe Result983791 Crack Pattern amp Element Status 983791 Extract re-sults

User can check any desired results with minimum ef-

forts


They only provide a few applied project and verifi-cation examples

983791 The largest civil analysis software developer in the world (TNO DIANA further enhances the status)

983791 Reliable results983791 Proven analysis stability983791 Accumulated CAE technology over 15 years983791 Real project applications983791 Certification from various institutions983791 Quality control system

Software developed by In-dustry Leading Companies

(Midas-Diana)

10 Extensive User Sup-port

They provide simple user support

983791 Local user support system 983791 11 Consulting983791 Web-based support system 983791 QampA Board 983791 Technical documents 983791 Project exam-ples983791 Local Training 983791 Technical Sem-inars

We guarantee the highest quality services to users



1 Total Solution in Civil Engineering

Anchor StabilityAnchor Stability

Cable Stayed BridgeCable Stayed Bridge

Joint DetailJoint Detail

Bridge Engineering ndash From Entire Structure to Detail

PSC DeckPSC Deck

Arch BridgeArch Bridge

Pier DeformationPier Deformation

Steel-Conc GirderSteel-Conc Girder Cable Anchor Cable Anchor Pier TablePier Table Pier Foundation Pier Foundation



More Applications ndash Offshore Plant Geotechnical etc

Dam Water StructureDam Water Structure

TetrapodTetrapod

BreakwaterBreakwater

DamDam

Bridge over TunnelBridge over Tunnel Temporary StructureTemporary Structure

Tunnel ExitTunnel Exit


2 All Analysis Functions in One midas FEA

Analysis Features

Static Analysis Construction Stage Analysis Modal Analysis Linear Buckling Analysis Transient Frequency Spectrum Response

Analysis Material Geometry Nonlinearity Analysis Interface Nonlinearity Analysis Reinforcement Analysis Cracking Analysis Static Explicit Contact Analysis Heat Transfer Analysis Fatigue Analysis

Analysis Features



Task-Oriented User Interface

ReinforcementTendon Modeling

Interface Generation Method

ExtractInterfaceExtract

Interface


4 Robust Auto-Meshing Capability

Automatic 2D3D Mesh Generation

Comprehensive Mesh Generation

Create complex civil models fast and easily

3D Map-Mesh

3D Auto-Mesh

2D Map-Mesh2D Auto-Mesh


5 Various Material Models amp Elements

General Material Models von Mises Tresca Mohr-Coulomb Drucker-Prager Rankine User-Supplied Material

Interface Models Coulomb Friction Discrete Cracking Crack Dilatancy Bond-Slip Combined

Cracking Models Total Strain Crack Smeared

Visco-Elastic Models Kelvin Creep-Shrinkage (Design Code) Temperature-Dependent Material

Material Models

Category Elements

Structural

1D Truss (Gap Hook Cable) Beam

2DPlane Stress Plane Strain Axisymmetry Plate Shell (Qaud Tria)

3D Brick Wedge Tetra

Nonstruc-tural

Connec-tion

General Link Rigid Link

Mass Spring

Point Matrix

Interface 3D Point 2D 3D

Reinforce-ment

Embedded Bar Embedded Grid (Quad Tria)

Heat Trans-fer

1D 2D 3D Cooling Pipe Thermal Link

Element Types


6 Excellent Analysis Performance


27000 Elements27000 Elements 64000 Elements64000 Elements

System-Windows 2000 Server CPU-Intelreg XeonTM 280Hz Dual RAM-4GBSystem-Windows 2000 Server CPU-Intelreg XeonTM 280Hz Dual RAM-4GB

FE Model Solid Element (Hexa Mesh)

Static Stress analysis due to gravity

Size 27000 Elements 64000 Elements

Boundary Normal direction constraints

Load Self-weight

Multi-frontal Sparse Gaussian Solver BMTMulti-frontal Sparse Gaussian Solver BMT

FEA


7 Effective Analysis Results Visualization

- Multi-step Iso-surface- Built-in Animation- Flying View

- Iso-surface- Clipping Plane- Slice Plane

Latest graphic technology

User-definable setting

Clear and visible

Flying View

Contour with Feature Edge

Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour

Contour with Iso-Line


8 Practical Output Result Functions

Diagram and Probe result tag

Table and Graph (MS-Excel Compatible)

Crack Patten amp Element Status

Special Output Functions

Review any desired results with minimum efforts

bull Symbols at Gauss Pointsbull Disc Normal Opening Directionbull Disc Color Magnitudebull Line Shearing Direction

Crack Pattern (Disc Plot)

Probe Result Tag



Largest civil analysis software developer

Proven Reliability over 5000 real projects

Intensive quality control system

Analysis functionality verified by various institutions

Certificate of VerificationDistribution Contract withJIP Techno Science Corporation

Co-development and Co-marketing in Europe amp N America

Strategic Alliance with TNO DIANA



midas FEA On-Line System

Local Support System Web Support System Consulting Training amp Seminars


Fast and Accurate User-oriented System Useful materials


Update News Newest updates about the program and release notes

11 Consulting 24 hr consulting support by phone or e-mail

Technical Documents Various documents and papers for geotechnical engineering

Download Program Online-manual Tutorials and Purchase information

QampA Board Questions and answers for program usage

Features Request Reflect userrsquos requests for desired functionality in future releases

Training Schedule Registration Contents On-line training movies and On-line on-demand demotraining

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Why

1 Total Solution

Exceptional Modeling Methods Powerful Analysis Features

3 Intuitive 3D Modeling

4 Robust Auto-Meshing

5 Various Material Models

6 Excellent Performance

7 Effective Visualization

8 Special Output Functions



Outstanding Post Display Technology and Support

2 All in One

Why midas FEA





ented problems




neers


functions















material models



haviors



Why midas FEA





Sec







ysis report





forts






(Midas-Diana)












PSC DeckPSC Deck








TetrapodTetrapod


DamDam





Analysis Features



Analysis Features







Interface






3D Map-Mesh

3D Auto-Mesh








Material Models

Category Elements

Structural




Nonstruc-tural

Connec-tion


Mass Spring

Point Matrix


Reinforce-ment


Heat Trans-fer


Element Types










Load Self-weight


FEA







Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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ented problems




neers


functions















material models



haviors



Why midas FEA





Sec







ysis report





forts






(Midas-Diana)












PSC DeckPSC Deck








TetrapodTetrapod


DamDam





Analysis Features



Analysis Features







Interface






3D Map-Mesh

3D Auto-Mesh








Material Models

Category Elements

Structural




Nonstruc-tural

Connec-tion


Mass Spring

Point Matrix


Reinforce-ment


Heat Trans-fer


Element Types










Load Self-weight


FEA







Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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Why midas FEA





Sec







ysis report





forts






(Midas-Diana)












PSC DeckPSC Deck








TetrapodTetrapod


DamDam





Analysis Features



Analysis Features







Interface






3D Map-Mesh

3D Auto-Mesh








Material Models

Category Elements

Structural




Nonstruc-tural

Connec-tion


Mass Spring

Point Matrix


Reinforce-ment


Heat Trans-fer


Element Types










Load Self-weight


FEA







Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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PSC DeckPSC Deck








TetrapodTetrapod


DamDam





Analysis Features



Analysis Features







Interface






3D Map-Mesh

3D Auto-Mesh








Material Models

Category Elements

Structural




Nonstruc-tural

Connec-tion


Mass Spring

Point Matrix


Reinforce-ment


Heat Trans-fer


Element Types










Load Self-weight


FEA







Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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TetrapodTetrapod


DamDam





Analysis Features



Analysis Features







Interface






3D Map-Mesh

3D Auto-Mesh








Material Models

Category Elements

Structural




Nonstruc-tural

Connec-tion


Mass Spring

Point Matrix


Reinforce-ment


Heat Trans-fer


Element Types










Load Self-weight


FEA







Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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Analysis Features



Analysis Features







Interface






3D Map-Mesh

3D Auto-Mesh








Material Models

Category Elements

Structural




Nonstruc-tural

Connec-tion


Mass Spring

Point Matrix


Reinforce-ment


Heat Trans-fer


Element Types










Load Self-weight


FEA







Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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Interface






3D Map-Mesh

3D Auto-Mesh








Material Models

Category Elements

Structural




Nonstruc-tural

Connec-tion


Mass Spring

Point Matrix


Reinforce-ment


Heat Trans-fer


Element Types










Load Self-weight


FEA







Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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3D Map-Mesh

3D Auto-Mesh








Material Models

Category Elements

Structural




Nonstruc-tural

Connec-tion


Mass Spring

Point Matrix


Reinforce-ment


Heat Trans-fer


Element Types










Load Self-weight


FEA







Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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Material Models

Category Elements

Structural




Nonstruc-tural

Connec-tion


Mass Spring

Point Matrix


Reinforce-ment


Heat Trans-fer


Element Types










Load Self-weight


FEA







Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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Load Self-weight


FEA







Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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Clear and visible

Flying View


Contour with Mesh

Gradient Con-tour

2-Color Con-tour

Gray Con-tour











Probe Result Tag
























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MIDAS Information Technology midas FEA Advanced Nonlinear and Detail Analysis Program 10 Reasons for...

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Transcript of MIDAS Information Technology midas FEA Advanced Nonlinear and Detail Analysis Program 10 Reasons for...