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10/13/17
1
Analysis and Live Load Ratings of Illinois Bulletin Slab (IBS)
Bridges24th Annual Bridge Design Workshop
Kansas State University
Mike Briggs, PE, SEHNTB Corporation - Kansas City, MO
KDOT Concrete Ratings Project:
Objectives
To gain familiarity with:• IBS Bridges and Their Use in Kansas• Refined Analysis of IBS Bridges• Structural modeling• Implementation in Bentley STAAD.Pro
• Rating of IBS Bridges• Simplified analysis• Implementation in AASHTOWare BrR
Overview
• IBS Bridges• Description, development and history
• 1990s Field Investigations
• Current Study• Refined analysis• Simplified rating method
• Results and Conclusions
Example IBS
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Illinois Bulletin Slab (IBS) Bridges
Description:
• Reinforced Concrete Slab• Short Span Length• Integral Edge Curbs• Stiffen the slab• Reduce deck thickness• Economize reinforcement
• Limited Width (Two Lanes)Example Edge Curbs
Illinois Bulletin Slab (IBS) Bridges
Development:
• University of Illinois “Engineering Experiment Station”• Bulletin No. 315 (1939)• Bulletin No. 346 (1943)
• Semi-Empirical Design Method• Simple-Span Only
Bulletin 346 Cover
Illinois Bulletin Slab (IBS) Bridges
Use In Kansas:
• State Highway Commission Adapted to Make Continuous• “Go-To” Type in 1940s-1950s• 73 Bridges (43 Counties)• Continuous up to 8 spans• Only two are simple-span
Example IBS
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Illinois Bulletin Slab (IBS) Bridges
Use In Kansas:
• Span Length = 22-45 feet• Widths = 26-33 feet• 1960s widening up to 46 feet Example IBS - Elevation
Example IBS Widening - Section Example IBS Widening – T-Beam
1990s Field Investigations
Scope:
• Develop IBS Ratings – 113 in service• 6 Bridges Studied• Inspect, instrument, and load test (H/HS)
Field InspectionLoad Test Vehicles
1990s Field Investigations
Scope:
• 6 Bridges Studied• Refined structural analysis• Integrated shells, beams, support springs• Stiffness calibrated with measured results
Example Refined Analysis Model
Example Calibration Data
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Edge L-Beam - Section
1990s Field Investigations
Simplified Rating Method:
• Line Analysis• Edge “L” beams• Center slab
• Load Distribution from Refined Analyses• Spreadsheet Rating Tool• 1998 Review at KSU
Load Distribution Plots
Current StudyRationale:
• Specialized Hauling Vehicle (SHV) Ratings per FHWA
Not supported, but…• Model in AASHTOWare BrR• Add into statewide database• Integrate K-TRIPS permitting• Easily consider future vehicles
Example SHV
Current Study
Scope:
• Develop Methodology• Analyze/Load Rate• Deliver BrR Models
• 73 IBS Bridges• 29 “Others”
SHV Axle Configurations
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Current Study
Refined Analysis – Rationale:
• 1990s Study Limitations• SHVs not considered• Limited scope (6 bridges)• Calibrated results only
• Site-specific: soil, site, and structural condition• Vehicle-specific: H and HS
• Increase Confidence, Understanding, and Extend Applicability
Current Study
Refined Analysis – Scope:
• K42; Kingman Co.• 32’-40’-40’-40’-32’• “New-Build” Assumptions• Uncalibrated plan dimensions
Plan
Half Section
Current Study
Refined Analysis – Model Construction:
• Mixed-Modeling: Frames and“Thick” Shells• Replicate 1990s methodology• Section properties based on plans
• Discretization• Coarser mesh than 1990s model• Discretize L-beam/center slab boundary
Node Map - Plan
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Current StudyRefined Analysis – Model Construction:
• Boundary Conditions• Fixed supports at column bases• Abutment restraint per 1990s study
• Loads• Self-weight dead load• Five lane positions• H20, HS20, T170, SU4, SU7
Node Map - Section
Current StudyRefined Analysis – Model Construction:
• STAAD Live Load Positioning• BEAVA influence surface – not used• Shell element loading – not used• Load Generation – frame elements only
• “Dummy” Frame Elements• Placed along each line of nodes• Very low stiffness• Live load applied to frames
• Transfers into shared joints
Example Influence Surface
Node Map - Section
Current Study
Refined Analysis – Model Construction:
• Load Generation• One command per lane• 4-foot increments (0.1*L)• Vehicles completely enter and exit bridge• Each load case is one vehicle position• Coincident forces for
discrete members
SU7 – Lane 1
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Current Study
Refined Analysis – Output:
Model
Dead Load
Live Load
Current Study
Refined Analysis – Output:
• Critical Sections• (-) at face of integral pier capbeams• (+) at 0.4L (end spans) and 0.5L (all spans)
Elevation
(+) (+) (+)
(-)(-) (-)(-) Symmetric
(+)
Current Study
Refined Analysis – Output:
• Store Forces at Critical Sections• Frame ends and shell corners• Load case = coincident forces
• Integrate Elements Forces• L-beams and Center Slab• Translate to member centroid• Combine moments and eccentric axial
Force Integration – H20
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Current Study
Refined Analysis – Results:
• VBA Macro Automation• Update inputs• Recalculate• Stored outputs in summary
• Distribution Factors (DF)• Member/total at critical section• Valid at peak member moment
Partial Results Summary – H20
Current StudyRefined Analysis – Results:
• Distribution Factors (DFs)• Generally confirmed 1990s results
• Insensitive to vehicle configuration
• “New build” modeling estimates higher center slab moments
DLDF – Calibration vs. New Build
LLDF – Vehicle Configuration
DEAD 1990 s 1990 s STAADLOAD General 0 4 8 -0 4 4 0 4 8 -0 4 4
L-Beam+ 0 .4 2 0 .4 1 0 .35L-Beam- 0 .38 0 .39 0 .35
Ct Slab+ 0 .18 0 .18 0 .31Ct Slab- 0 .22 0 .22 0 .30
Current Study
Simplified Rating Method –Model Construction:
• AASHTOWare BrR• Line girder superstructure
• T-Beam Member Type• Inverted L-Beam• Wide “web” is unconservative for
shear, but does not controlT-Beam Input
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Current Study
Simplified Rating Method –Model Construction:
• Re-Define Self-Weight• Member alternative definition• Remove tributary self-weight• Apply as line load
Self-Weight Input
Current Study
Simplified Rating Method –Model Construction:
• Substructure Restraint• Add springs
• Control Options• Omit support point POIs
Control Options
Support Springs
Results and Conclusions
• Refined Analysis• Confirmed 1990s results• Expanded applicability of DFs• Bentley STAAD.Pro appropriate for advanced modeling
• Simplified Rating Method• Significant time-savings• DFs applicable within scope of refined analyses• Successful T-beam implementation in AASHTOWare BrR