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© 2014 Bentley Systems, Incorporated Raoul Karp, PE, SE VP, Structural and Bridge The case for moving to 3D
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Page 1: The case for moving to 3D - Iowa Department of Transportation Case for Moving to 3D... · 2D Documentation Linked Images Linked Video ... Segmental, Arch, Cable-Stayed, Suspension

© 2014 Bentley Systems, Incorporated

Raoul Karp, PE, SEVP, Structural and Bridge

The case for moving to 3D

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2 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated2 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

Motivations for 3D

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Motivations for 3D• Internal Efficiencies

– Conceptual Alternatives, Analysis-Drawing, Model-Analysis, Parametric Changes, QA-QC

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4 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

Motivations for 3D• Internal Efficiencies

– Conceptual Alternatives, Analysis-Drawing, Parametric Changes, QA-QC

• Reduce Cost of Built Structure– Risk and time of model recreation, Multi discipline clash etc– Staged Visualization– Are we reducing risk by not sharing 3D context of our 2D drawings?

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Is it more or less risk to only produce 2D drawings?

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Hypermodeling3D Model

2D Documentation

Linked Images

Linked Video

Linked Details and

Specifications

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Hypermodeling

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8 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

Immersive Modeling and Design-Time Visualization

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9 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

Motivations for 3D• Internal Efficiencies

– Conceptual Alternatives, Analysis-Drawing, Parametric Changes

• Reduce Cost of Built Structure– Risk and time of model recreation, Multi discipline clash etc– Staged Visualization– Are we reducing risk by not sharing 3D context of our 2D drawings?

• Reduce Risk and Cost of O&M– What is the cost of bridge closure?– Develop a true As-Built…– What about existing inventory?

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10 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated10 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

Bye-Bye LIDAR?

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11 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

Acute3D: 3D modeling from photos

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12 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

Unlimited scalability | From Sites

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13 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

From photos to 3D | Infrastructure

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14 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

As-built structures

Automatic 3D modelization of transportation infrastructures (Asia Air Survey)

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15 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

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Motivations for 3D• Single biggest Impediment?

– Interoperability – Standards– Do we have the right contractual structure in place?

• Design – Bid – Build• Design – Build • P3

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Join the (R)Evolution

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18 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

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Business Value of BIM…

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© 2014 Bentley Systems, Incorporated

Shri Bhide, PhD, PE, SE, F.ACI, F.ASCEDirector, Product Management

Parametric and Integrated Bridge DesignLEAP Bridge Steel

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Bentley BrIM Products

LEAP BridgeConcrete/Steel

RM Bridge

ProConcreteBentley

Rebar/Power Rebar

InspectTech

LEAP BridgeConcrete/Steel

RM BridgeMicrostation

ProjectWise

Open Bridge Modeler

LARS BridgeSUPERLOAD

OpenRoadsMXROADInRoadsGEOPAK

Bentley Rail Track

Bentley BrIM for

Bridges

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22 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

BrIM Products

GEOPAK InRoads MXROAD

OpenBridge Modeler (Q3 2015)LEAP Bridge Enterprise (LBE) RM Bridge

RM Bridge

RoutineCIP RC, PT Box, CIP Slab Precast/ Pre-Tensioned, Steel

ComplexSegmental, Arch, Cable-Stayed, Suspension

Rebar / PowerRebar / ProStructures

LEAP Bridge Steel (LBS) RM Bridge

LARS LBE

Civil Planning & Design

Solid Bridge Geometry Modeling

Concrete Analysis & Design

Steel Analysis & Design

Special Technologies & Analysis:Cantilever, ILM, Pre-Cast Segmental

Detailing

Drawings Plans Production

Bridge Load Rating

Construction Engineering, Erection Control RM Bridge

LEAP Bridge / MicroStation RM Bridge / MicroStation

Inspection, Maintenance and Asset Management InspectTech, Exor, eB, Optram

gINTGeotechnical Data Management

LBS

OpenRoads

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LEAP Bridge for Everyday Bridges

LEAP Bridge Enterprisefor Concrete Bridges

LEAP Bridge Steelfor Steel Bridges

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Design and Rating of Steel Bridges

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25 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

LEAP Bridge Steel Overview• Supported bridge configurations

– Simple and continuous spans– Straight and curved bridges– Standard rolled shapes and welded I girders– 6th Edition (7th coming soon) of the AASHTO LRFD Bridge

Design Specification, and– 2nd Edition of the AASHTO Manual for Bridge Evaluation

• Provides:– Parametric modeling– Streamlined analysis– Design code checking– Load Rating– Transparent dead and live load analysis by STAAD.Pro

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26 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

LEAP Bridge Steel Overview

• General Commands– Libraries– Tutorials– MS export …

• Modeling Commands– Roadway– Superstructure– Substructure

• Analysis, Design, and Rating Commands

Analysis, Design, and Rating Commands

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General Commands - Libraries

• Libraries store…– Appurtenances– Vehicles/live load information– Material tables

• Users can add and share library data

• Library elements are selected during the modeling process

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General Commands – Material Library

• Steel

• Concrete

• Reinforcing steel

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29 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

General Commands – Vehicle Library

• Define– Truck loads– Lane loads– Live load groups

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30 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

Bridge Modeling Workflow• Roadway Elements

– Import from Civil InRoads, GEOPAK, MXROAD

– Enter in LBS

• Superstructure

• Substructure

• Analysis

• Design

• Load Rating

Wor

kflow

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Superstructure Commands

• Define the components of the superstructure

• 3D bridge model automatically updated geometrically and for loading

• 3D Model can be visualized at every stage of model definition

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Superstructure – Pier & Abutment Locations

• Locate bridge support centerlines

• Define as pier or abutment

• Assign skew, if any

• Can be offset to alignment

• Define bearing locations

• Changes are automatically reflected in the overall model

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Superstructure – Deck Slab

• Define concrete deck longitudinal bounds

• When the deck is defined as multiple slab units, these can be used in the Deck Placement Sequence Command

• Sacrificial wearing surface included for dead load calculation

• Slab is considered non-composite until shear connectors are added

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Superstructure – Standard Section List

• Select standard shapes for… – Cross frames– Main members

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Superstructure – Member Definition

• Define member geometry using schedule based methodology

• Web transitions

• Copy members

• Hybrid girders

• Welded plate or standard section

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36 | WWW.BENTLEY.COM | © 2014 Bentley Systems, Incorporated

Superstructure – Cross-Frame / Diaphragm Definition

• Struts, X, V, inverted V

• Build from standard shapes

• Control orientation of members

• Analyze as frame or truss

• Used in grillage model as equivalent beam using methods from NCHRP Report 725

• Individual member forces computed

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Superstructure – Stiffener Definition and Location

• Define bearing, connection plates or shear stiffeners

• Wizards available to assist locating stiffeners

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Superstructure – Shear Connector Definition and Location

• Define stud, channel or generic

• Locate along members by range with longitudinal and transverse spacing

• Define regions of composite action

• Fatigue and Strength checks

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• Define locations of moment release along any member

Hinge Locations

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Substructure – Piers and Abutments

• Piers– Multi-column– Hammerhead

• Abutments– Pile cap– Stem wall

• All geometry defined in LBS and passed to RC-PIER for design

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Substructure – Support Conditions

• Control movement at bearing locations– Pinned– Roller– Fixed– Float– Directional

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Analysis – Deck Placement Sequence

1

2 3

4

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Analysis - Loads

Load Combinations• The Loads command allows entry of

load cases (right) and Load combinations (left)

• Loads Cases can be:• Permanent DC1 dead load• Superimposed DC2 dead load• FWS/Utility DW dead load• Uniform temperature• Pedestrian• Wind• and Live load

• Load cases and combinations can be user defined for any stage.

Load Cases

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Analysis – Structural Analysis

• There currently are two analysis options– Line girder– Grillage

• Line Girder Live load distribution factors calculated automatically

• Analysis performed for all dead and live load cases

• Analysis takes into account structure stiffness variations in each stage

• Results displayed in report and graphic form

• Results exported to multiple formats: PDF, Excel, HTML, RTF, MHT, Text, JPG, PNG…..

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Analysis – Results

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Analysis Results – Camber Diagrams

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Analysis – Design Reports

• Under / Over Design

• Section Properties

• Section Limits

• Factored Forces

• Factored Stresses

• Intermediate values

• Shear connectors

• Constructibility

• Service Limit State

• Strength Limit State

• Fatigue

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Analysis – Design Reports

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Analysis - Rating

• LBS 1.0 performs design Inventory and Operating rating

• Rating models are copied from the design model or other rating models – multiple rating models possible

• User defined combinations

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Analysis – Substructure Design/Analysis

• Substructure geometry and superstructure description are seamlessly passed to RC-PIER

• RC-PIER performs analysis and design

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Export to MicroStation

• The complete bridge model is exported to MicroStation as a 3D intelligent model

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Steel Bridge designed by LEAP Bridge Steel

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Upcoming Events – Important Dates

• Next Bridge SIG Meeting– Bentley LEARNing conference

• May 6-7, 2015 – Indianapolis, Indiana• Bentley Bridge SIG Meeting – Day 2

– Thursday, June 11, 2015 2pm EDT• 3D Bridge Modeling with LEAP Products

– Guest Presenter: Steve Willoughby, Bentley– Thursday, July 9, 2015 2pm EDT

• Reinforced Concrete Detailing for Bridges using ProConcrete (powered by Bentley Rebar)

– Guest Presenter: Raul Amaya, PE, Bentley