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Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet B4 Junpei Kasai

Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

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Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet. B4 Junpei Kasai. Today’s Topic. ・ Background & Purpose ・ Experiment & Result ・ Future plan. Static behavior. Background & Purpose. clear. Fatigue behavior. unclear. To make fatigue behavior clear. - PowerPoint PPT Presentation

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Page 1: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

B4 Junpei Kasai

Page 2: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Today’s Topic

・ Background & Purpose

・ Experiment & Result

・ Future plan

Page 3: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Background & Purpose

Static behavior clear

Fatigue behavior unclear

To make fatigue behavior clear

To analyze residual strength after 2milion fatigue load

Page 4: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

・ SpecimenMaximum load 90kN

Minimum load  10kN

Page 5: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

Figure of Crack

Page 6: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

Figure of Crack

Page 7: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

・ Failure model1 layer Bending failure

Maximum load 250kN

Debonding occur at end of sheet 2 layer Bending failure

      Maximum load 260kN  

    Debonding occur at end of sheet

Page 8: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

Load-displacement at loading point of 1 layer

0

50

100

150

200

250

300

350

0 5 10 15 20

displacement mm)(

Load

KN)

1100

1,00010,000100,0001milion

2milionstatic

Page 9: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

Load-displacement at loading point of 1 2ayer

0

50

100

150

200

250

300

350

0 5 10 15 20

displacement(mm)

Load

KN)

11001,00010,000100,0001milion2milionstatic

Page 10: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

Maximum load

Static After fatigue

1layer 278kN 250kN

2layers 315kN 260kN

Enough residual strength

Page 11: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

Strain of sheet1layer

0

500

1000

1500

2000

0 10 20 30 40 50 60 70

Distance from supporting point(cm)

str

ain

μ(

m)

1

100

1,000

10,000

100,000

1milion

2milion

2layers

0

500

1000

1500

2000

0 10 20 30 40 50 60 70

Distance from the supporting point(cm)

str

ain

μ(

m)

1

100

1,000

10,000

100,000

1milion

2milion

Page 12: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

Strain of sheet

The number of loads increase

Strain of sheet increase

Strain of sheet

1layer > 2layer

Page 13: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

- 1.5- 1

- 0.50

0.5

11.5

22.5

0 10 20 30 40 50 60 70

Distance from the supporting point(cm)

Str

ess

N/m

m)

1

100

1,000

10,000

100,000

1milion

2milion

Bond stress of sheet

-2.5-2

-1.5

-1-0.5

00.5

1

1.52

2.5

0 10 20 30 40 50 60 70

Distance from the supporting point(cm)

Str

ess

N/m

m)

1

100

1,000

10,000

100,000

1milion

2milion

Page 14: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Experiment & Result

Bond stress of sheet

1layer > 2layers

Sheet debonding

Bond stress move

Page 15: Fatigue Characteristic of RC Beams Strengthen with CFRP Strand sheet

Future plan

Static  test~  2009   Dec  242009 Dec 25 ~ Analysis & Thesis

Thank you for your kind attention !!