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Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky...

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Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center University of Kentucky RAC/TRB Summer Meeting
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Page 1: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Shear Repair of P/C Box Beams using CFRP Fabric

KYDOT

July 27, 2011Salt Lake City, Utah

Kentucky Transportation Cabinet Kentucky Transportation Center University of Kentucky

RAC/TRB Summer Meeting

Page 2: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Objective Retrofit P/C Spread Box Beams using carbon fiber

reinforced polymer (CFRP) fabric to increase Shear

Capacity

Page 3: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

CFRP CLOTH/FABRIC

Page 4: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

CFRP Fabric

+ Resin

Steel P

late

(A36 Stee

l)

Ultimate Load = 3.25 kip

1”1”

hCFRP = 0.0066”

wCFRP = 0.0051 lb/ft wSteel = 0.19 lb/ft ≈ 37 wCFRP

hSteel = 0.056”

≈ 8.5 hCFRP

CFRP Fabric vs. Steel

Page 5: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Task #1

Material Testing

Page 6: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

CFRP Fabric Test Specimens

Page 7: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Task #2

Beam Testing

Page 8: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

45o

Beam Strengthening

Page 9: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Beam Testing

Page 10: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Beam Testing

Page 11: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Task #3

Field Application

Page 12: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Bridge on KY 3297 over Little Sandy RiverCarter County, Kentucky

Shear Cracks inP/C Box Beams

Page 13: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Cracks Growing at an Alarming Rate

SevereShear

Cracks

Page 14: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Original Solution

Replace the Superstructure - Cost: ~ $600,000 - Close Bridge to Traffic

Page 15: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Alternate Solution

Use CFRP Fabric - Cost: $105,000 (Design, Repair, and 3-years Monitoring)

- Bridge Remains Open to Traffic

Page 16: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Placement of CFRP FabricStep 1:Surface

Preparation

Page 17: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Placement of CFRP FabricStep 2:

Crack Injection and Filling of Voids

Page 18: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Step 3:Apply Primer

Placement of CFRP Fabric

Page 19: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Step 4:Apply Carbon

Fabric

Placement of CFRP Fabric

Page 20: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Step 5:CFRP Fabric on Outside Face Painted to Match Concrete Color

Placement of CFRP Fabric

Page 21: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Task #4

Monitoring

Page 22: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Scaffolding Used for Monthly Bridge Monitoring

Bridge Monitoring (10/01 to 12/06)

Page 23: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

CFRP Fabric on Inside Faces of the Beams Was Not Painted to

Match Concrete Color

Crack Monitor

Page 24: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

No Crack Movement Since Repair Was Completed in October 2001

Crack Monitor on Inside Beam Face

Page 25: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

- Cost Effective: $105,000 for Repair vs.$600,000 for Replacement

- Repair is Effective: No Crack Movement Since Repair was Completed in

October 2001

- No Detour- No Traffic Control- No Traffic Disruption

Conclusion

!!!!! HURRAY !!!!!!

Page 26: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Associated Press November, 2001

Page 27: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

The State Journal, December, 2001

Page 28: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

The Daily Independent

November 2001

Page 29: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Other CFRP Projects in KY 9 Bridges Strengthened with CFRP 3 Bridges Strengthened With Steel FRP

Page 30: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

Thank Youand

Have a Nice Day

Page 31: Shear Repair of P/C Box Beams using CFRP Fabric KYDOT July 27, 2011 Salt Lake City, Utah Kentucky Transportation Cabinet Kentucky Transportation Center.

KY


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