3d analysis with aashtoware bridge design and rating
DESCRIPTION
3D Analysis with AASHTOWare Bridge Design and Rating. 3D Analysis with AASHTOWare Bridge Design and Rating. Here’s what you’ll learn in this presentation: Review of f inite e lement modeling basics Review of generated model - PowerPoint PPT PresentationTRANSCRIPT
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3D Analysis with AASHTOWare
Bridge Design and Rating
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3D Analysis with AASHTOWare Bridge Design and Rating
Here’s what you’ll learn in this presentation:1. Review of finite element modeling basics2. Review of generated model3. Review of the user-interface for steel multi-girder
superstructure4. Review of how the analysis is performed5. Review of available output
![Page 3: 3D Analysis with AASHTOWare Bridge Design and Rating](https://reader035.vdocument.in/reader035/viewer/2022062221/5681323c550346895d98a60d/html5/thumbnails/3.jpg)
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3D Analysis with AASHTOWare Bridge Design and Rating
Here’s what you’ll learn in this presentation:1. Review of finite element modeling basics2. Review of generated model3. Review of the user-interface for steel multi-girder
superstructure4. Review of how the analysis is performed5. Review of available output
![Page 4: 3D Analysis with AASHTOWare Bridge Design and Rating](https://reader035.vdocument.in/reader035/viewer/2022062221/5681323c550346895d98a60d/html5/thumbnails/4.jpg)
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Review of Finite Element Modeling BasicsBeam elements:
• Are used for concrete beams, steel girder flanges, and diaphragms
• Have six degrees of freedom (DOFs) at each node
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Shell elements:• Are used for the steel girder web and the deck• Have four nodes with six DOFs at each node
Review of Finite Element Modeling Basics
Girder Web (Shell Element)(Typ.)
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Deck-to-beam connection:• Master-slave constraint – used for 3D curved
girder systems• Rigid link connection – used for 3D straight girder
systems• Connects center of gravity of deck to girder top
flange
Review of Finite Element Modeling Basics
Deck-to-beam Connection (Typ.)
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Modeling of reinforced concrete sections in 3D:• Beam elements used for reinforced concrete beam• Shell elements used for deck/top flange• Rigid links used for connection (straight girder)
Review of Finite Element Modeling Basics
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Modeling of prestressed concrete sections in 3D:• Beam elements used for prestressed concrete
beam• Shell elements used for deck• Rigid links used for connection (straight girder)
Review of Finite Element Modeling Basics
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Modeling of steel beam with concrete deck in 3D:• Beam elements used for steel girder flanges• Shell elements used for deck and steel girder web• Rigid links used for connection (if straight girder)
Review of Finite Element Modeling Basics
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Dead loads:• Stage 1 – non-composite dead loads • Stage 2 – composite dead loads• Distributed loads are converted to nodal forces• Discretization of model must be sufficient to
ensure series of nodal loads accurately represents distributed load
Review of Finite Element Modeling Basics
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Live loads:• Stage 3 – live loads• Applied to influence surface• Location of vehicle selected to produce
maximum of desired effect
Review of Finite Element Modeling Basics
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Support conditions:• Free bearings – permit translation in all directions• Guided bearings – permit translation in only one
direction, usually either longitudinal or transverse • Fixed bearings – do not permit translation in any
directionFor each of these three support conditions, rotation can be provided or limited in many different combinations
Review of Finite Element Modeling Basics
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3D Analysis with AASHTOWare Bridge Design and Rating
Here’s what you’ll learn in this presentation:1. Review of finite element modeling basics2. Review of generated model3. Review of the user-interface for steel multi-girder
superstructure4. Review of how the analysis is performed5. Review of available output
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Definition of elements for curved structures:• Curvature is represented by straight elements
with small kinks at node points• Elements are not curved
Review of the Generated Model
Actual Curve Elements in the model
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Non-skewed model:• Deck and beam are divided into elements• The software allows user to adjust number
of shell elements and target aspect ratio for shell elements
Review of the Generated Model
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Skewed model:• Nodes are defined along the skew
Review of the Generated Model
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Nodes:• Numbers each node of generated model• Defines X, Y, and Z coordinates for each node
Review of the Generated Model
The tables on this and the following slides define the model generated based on data entered by
the user
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Master Slave Node Pairs:• Used to define connection between girder and
deck for steel curved girders• Master node is in deck• Slave node is along girder top flange• One-to-one correlation between master node and
slave node
Review of the Generated Model
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Beam Elements:• Numbers each beam element in the generated
model• Defines start node and end node• Also defines reference node
Review of the Generated Model
Sta. Ahead
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Shell Elements:• Numbers each shell element in generated model• Defines Node1 through Node4 for each shell
element
Review of the Generated Model
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Supports:• Identifies all support nodes• Defines the following in X, Y, Z
directionso Translation state (fixed or free)o Translation spring constant
(kip/in)o Rotation state (fixed or free)o Rotation spring constant (in-
kip/Deg)
Review of the Generated Model
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Inclined Supports:• Defines constraint type – translational or
rotational• Defines X, Y, and Z components of a 10’ line
oriented in the direction of constraint (i.e., oriented perpendicular to the direction of allowable movement)
Review of the Generated Model
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Inclined Supports:• Constraints specified in local coordinate system at
support• User defines orientation of local coordinate system
as either:o Parallel to tangent of member reference line at
supporto Parallel to specified chord angle from the
tangent
Review of the Generated Model
Member Reference Line
Plan View
Alignment chord 35° to left of tangent
-35°
Member is allowed to move along this local x axis
Tangent
X
Z
Global
Local
10' P
erp.
Lin
e
-X
+Z
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Load Case:• Each load is identified by load case and load ID• Loads are applied at nodes• Provides the following in X, Y, Z directions
o Force (kips)o Moment (kip-ft)
Review of the Generated Model
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3D Analysis with AASHTOWare Bridge Design and Rating
Here’s what you’ll learn in this presentation:1. Review of finite element modeling basics2. Review of generated model3. Review of the user-interface for steel multi-girder
superstructure4. Review of how the analysis is performed5. Review of available output
![Page 26: 3D Analysis with AASHTOWare Bridge Design and Rating](https://reader035.vdocument.in/reader035/viewer/2022062221/5681323c550346895d98a60d/html5/thumbnails/26.jpg)
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Superstructure Definitions:• Provides tree structure• Includes each Member and
each Member Alternative• Provides navigational tool
to access each window
Review of the User-Interface for Steel Multi-Girder
Superstructure
The following slides highlight data that is specific to 3D finite
element models
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Girder System Superstructure Definition – Definition Tab
Review of the User-Interface for Steel Multi-Girder
Superstructure
Define Horizontal Curvature Along Reference Line
Right
Left
Sta. Ahead
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Girder System Superstructure Definition – Definition Tab
Review of the User-Interface for Steel Multi-Girder
Superstructure
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Review of the User-Interface for Steel Multi-Girder
SuperstructureGirder System Superstructure Definition – Analysis Tab
Define refined vs. speed
Define Longitudinal Loading and Transverse Loading
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Review of the User-Interface for Steel Multi-Girder
Superstructure
Define Bearing Alignments (Tangent or Chord with Chord Angle)
Enter Distance from Reference Line to Leftmost GirderSummary of Girder Radii
Structure Framing Plan Details – Layout Tab
Applies Bearing Alignment Properties to All Members
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Diaphragm Definition
Review of the User-Interface for Steel Multi-Girder
Superstructure
Provide all required diaphragm information
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Structure Framing Plan Details – Diaphragms Tab
Review of the User-Interface for Steel Multi-Girder
Superstructure
For a 3D analysis, this load is used only if it is entered, and if it is not entered, the software will determine the dead load based on the Diaphragm Definition
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Diaphragm Loading Selection
Review of the User-Interface for Steel Multi-Girder
Superstructure
Select diaphragms for influence surface loading in the 3D analysis
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3D Analysis with AASHTOWare Bridge Design and Rating
Here’s what you’ll learn in this presentation:1. Review of finite element modeling basics2. Review of generated model3. Review of the user-interface for steel multi-girder
superstructure4. Review of how the analysis is performed5. Review of available output
![Page 35: 3D Analysis with AASHTOWare Bridge Design and Rating](https://reader035.vdocument.in/reader035/viewer/2022062221/5681323c550346895d98a60d/html5/thumbnails/35.jpg)
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Analysis Settings
Review of How the Analysis is Performed
Select 3D FEM (for Design Review or Rating) or 3D FEM-Vehicle Path (for Rating only)
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Analysis Settings – Output Tab
Review of How the Analysis is Performed
Select AASHTO Engine Reports
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3D Analysis with AASHTOWare Bridge Design and Rating
Here’s what you’ll learn in this presentation:1. Review of finite element modeling basics2. Review of generated model3. Review of the user-interface for steel multi-girder
superstructure4. Review of how the analysis is performed5. Review of available output
![Page 38: 3D Analysis with AASHTOWare Bridge Design and Rating](https://reader035.vdocument.in/reader035/viewer/2022062221/5681323c550346895d98a60d/html5/thumbnails/38.jpg)
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List of major sections of output• Model Actions report provides moments and shears• Model, FE Model Graphics, Transverse Loader Patterns
available
Review of Available Output
Select for list of major sections of output
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Review of Available Output
Model Viewer:• Model can be viewed graphically• Model Viewer permits view from many different
vantages• Ability to select what portions of model are
viewed• Ability to view influence surfaces
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Review of Available Output
User-interface tabular reports:• Output can be viewed in tabular reports• This example presents dead load analysis results
Select for tabular results for dead load effects, live load effects, and ratings
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Review of Available Output
User-interface tabular reports:• This example presents live load analysis results
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Review of Available Output
User-interface tabular reports:• This example presents load rating results
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Review of Available Output
User-interface graphs:• Output can also be viewed as graphs• This example presents dead load and live load
momentsSelect for graphical results for dead load and live load effects
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Review of Available Output
Specification checks:• Stages 1, 2, and 3 spec checks can be selected at
each node • Available for selected method (LFR/LFD or
LRFR/LRFD)• Detailed calculations available for each spec
checkSelect for specification checks for plate
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3D Analysis with AASHTOWare Bridge Design and Rating
Here’s what you’ve learned in this presentation :1. Review of finite element modeling basics2. Review of generated model3. Review of the user-interface for steel multi-girder
superstructure4. Review of how the analysis is performed5. Review of available output
![Page 46: 3D Analysis with AASHTOWare Bridge Design and Rating](https://reader035.vdocument.in/reader035/viewer/2022062221/5681323c550346895d98a60d/html5/thumbnails/46.jpg)
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3D Analysis with AASHTOWare Bridge Design and Rating
Thank you