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1 3D Modeling Capabilities Available in AASHTOWare Bridge Design and Rating Iowa Department of Transportation Workshop on 3D Design and Modeling for Highway Structures April 15, 2015
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3D Modeling Capabilities Available in AASHTOWare Bridge Design ...

Feb 14, 2017

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Page 1: 3D Modeling Capabilities Available in AASHTOWare Bridge Design ...

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3D Modeling Capabilities Available in AASHTOWare Bridge

Design and Rating

Iowa Department of TransportationWorkshop on 3D Design and Modeling for Highway

StructuresApril 15, 2015

Page 2: 3D Modeling Capabilities Available in AASHTOWare Bridge Design ...

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Topics

1. AASHTOWare

2. Software Overview

3. 3D Features and Capabilities

4. Summary

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AASHTOWare Bridge Products

AASHTOWARE Bridge Rating™(formerly Virtis)

Bridge Load Rating

AASHTOWARE Bridge Design™(formerly Opis)

Bridge Design

AASHTOWARE Bridge Management™(formerly Pontis)

Bridge Management

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AASHTOWare

• Joint Development Effort

• Pooled Resources

• Software is owned by AASHTO

• Managed by a Task Force

• Tested by users (Technical Advisory Group)

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Task Force Members

• Todd Thompson, South Dakota DOT , Chairman

• Dean Teal, Kansas DOT

• Jeff Olsen, Montana DOT

• Amjad Waheed, Ohio DOT

• Joshua Dietsche, Wisconsin DOT

• Judy Skeen – AASHTO Project Manager

• Tom Saad – FHWA Liaison

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Software Overview

• Product Concept

• Licensees

• Major Capabilities

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Product Concept

AASHTO BRIDGEDatabase(Oracle or

Microsoft SQL Server)

UserInterface

BAR7Import

BARSImport

BRASSImport

Import Utilities

ASD

AASHTO Engine

LFD LRFR

3D Analysis

GirderlineAnalysis

Specifications

Analysis

Wyoming BRASS

3rd-Party EnginesOther

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BrDR Licenses (FY 2015)

NY City, NY

Manitoba, CanadaCountry

Maricopa, AZ

Army Corps of Engr.

City/County/TerritoryPhoenix, AZPuerto Rico

Agency Licenses = 59 Licensee

Map KeyConsultant Licenses = 612 Non- Licensee

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CapabilitiesAnalysis, Load Rating, and Specification Checking

of common bridge types

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Capabilities

Billerica

Carlisle

Concord

Burlington

Lexington

Lincoln

BedfordNorthRoad

CarlisleRoad

ConcordRoad

SpringsRoad

PineHill

Road

Old BillericaRoad

BurlingtonRoad

PageRoad

PageRoad

ShawsheenRoad

BrooksbieRoad

HartwellRoad

SouthRoad

SummerStreet

HartwellAvenue

The GreatRoad

BedfordRoad

GroveStreet

BedfordStreet

MiddlesexTurnpike

BurlingtonMall

4

4

225

225

62

62

62

3

3

128

128

Support of Permit Routing

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Capabilities

Load rating based on inspection results

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CapabilitiesComparison validation - enter a bridge once and…

• Compare results between engines

• Compare results between different specifications (ASD, LFD, LRFR, LRFD)

• Compare results between different versions of the LRFD/LRFR specifications

• Compare results between 3D and girder-line analysis

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Capabilities

Steel Girder Superstructures

• Rolled shapes

• Welded plate girders

• Built-up I shapes

• Straight and curved

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Capabilities

PS Concrete Superstructures

Precast shapes

• I beams• Boxes• Multi-stem Tee• U beams

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Capabilities

Reinforced Concrete Superstructures

• Tee beams• Slab lines• I beams

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Capabilities

Reinforced and Post-Tensioned Concrete Multi-Cell Box Superstructures

• LRFD/LRFR

• User-defined box cross sections

• Line girder analysis, full box along with web-lines

• Integral with pier

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Capabilities – Multi-cell boxes

Reinforced Concrete

Post-tension Concrete

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Capabilities

Trusses(LFD)

• Continuous spans

• Suspended spans

• Counters

• Deck Trusses

• Through Trusses

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Capabilities

Floor Systems (ASD and LFD)

• Girder-Floorbeam-Stringer

• Girder-Floorbeam

• Truss-Floorbeam-Stringer

• Truss-Floorbeam

• Floorbeam-Stringer

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CapabilitiesReinforced Concrete Box Culverts(LRFR/LFR)

• Sloping fill

• Multiple cells

• Optional bottom slab

• Optional haunches

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Capabilities

3D Analysis

• Straight and curved steel multi-girder systems

• Straight PS and RC multi-girder systems

• Dead and Live loads

• Live load - moves vehicles on influence surfaces to compute maximum and minimum effects

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Capabilities

Analysis of nonstandard gage vehicles

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Capabilities

Non-standard gage analysis

• Describe a non-standard gage vehicleUnlimited number of axlesUnlimited number of wheels per axle

• Describe a loading path for the vehicle

• 3D analysis – loading of an influence surface for live load actions

• Rating

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AASHTO LRFD Spec Checking

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AASHTO LRFD Spec Checking

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Bridge Workspace - DesignLRFD Method of Solution Manual

Includes detailed flow charts

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Bridge Definition

Detailed description of each structure within the bridge.

• System definition

• Line definition

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Bridge Workspace – Struct Def

Line Definition

• User Defined Dead Loads• User Defined Live Load DF

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Bridge Workspace – Struct Def

• System Computed Dead Loads• System Computed Live Load Distribution Factors

• Suitable for 3D analysis

System Definition

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Bridge Workspace – Framing Plan

Used to define:• Girder layout – skew and spacing• Diaphragms

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Bridge Workspace

Used to define:• Deck, wearing surface, lane positions• Parapets, medians, railings, sidewalks

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Bridge WorkspaceChoose analysis module and spec version…

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Bridge Workspace – Design Review

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3D Features and Capabilities

• Multi-Girder Superstructures

o Steel (Straight or Curved)

o Prestressed Concrete (Straight)

o Reinforced Concrete (Straight)

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3D Features and Capabilities

• Automated 3D Model Generation for Structural Analysis and Design

• 3D Model Viewer

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3D Features and Capabilities

• Multi-Girder Superstructures

o Analysis of diaphragms

o Spec-checking and rating of diaphragms coming soon

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3D Features and Capabilities• Live load - moves vehicles on influence surfaces to

compute maximum and minimum effects

• Longitudinal and transverse live load analysis or user-defined vehicle loading path

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3D Model GenerationShell elements:

• Are used for the steel girder web and the deck• Have four nodes with six DOFs at each node

Girder Web (Shell Element)(Typ.)

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3D Model GenerationDeck-to-beam connection:

• Master-slave constraints• Connects center of gravity of deck to girder top

flange

Deck-to-beam Connection (Typ.)

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3D Model GenerationModeling of reinforced concrete sections:• Beam elements used for reinforced concrete beam• Shell elements used for deck/top flange• Master-Slave constraints used for connection

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3D Model GenerationModeling of prestressed concrete sections:• Beam elements used for prestressed concrete beam• Shell elements used for deck/top flange• Master-Slave constraints used for connection

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3D Model GenerationModeling of steel beam with concrete deck:• Beam elements used for steel girder flanges• Shell elements used for deck and steel girder web• Master-Slave constraints used for connection

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3D Model GenerationSupport conditions:• Free bearings – permit translation in all directions• Guided bearings – permit translation in only one

direction, usually either longitudinal or transverse• Fixed bearings – do no permit translation in any direction

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3D Model GenerationAnalysis controls: Specify mesh

generation parameters

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3D Model GenerationAnalysis controls:

Define Longitudinal Loading and Transverse

Loading

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3D Features and CapabilitiesAnalysis Controls:• Select the diaphragms for which diaphragm forces are to

be computed

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3D Features and CapabilitiesModel Viewer:• Model can be viewed graphically• Model Viewer permits view from many different vantages• Ability to select what portions of the model are viewed• Ability to view influence surfaces and load paths

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3D Features and Capabilities• 3D Finite element analysis based on an investigative

study to identify best practices

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AwardsAmerican Council of Engineering Companies

2014 National Recognition Award Winner

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Summary

1. One user interface handles most bridge types and is used for both design review and rating• Improved productivity by learning one user interface• Consistency across many bridge types

2. Database for storing bridge descriptions• Security• Backups

3. Simplified administration of one product

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Summary

4. General 3D description not specific to:• A particular edition of the AASHTO specification• An analysis method (Line or 3D)• An analysis engine

5. As specifications and methods change the data does not have to be re-input

6. Enter data once and evaluate with different AASHTO specifications (ASR, LFR, LRFR), or different editions of a specification, or different models

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Summary

7. Research – Evaluate specification changes before they are adopted for production use

8. System allows for 3rd party analysis engines• Wyoming BRASS• Bentley (LARS and former Leap products)

9. Opportunity for agency customization (Service Units)

• Agencies can request features• Users vote on features• Technical Advisory Groups – advise how features

should be implemented

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Thank you