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Conclusions 124
125 Sustainability aspects Durability ⇒ Economy ⇒ Environmental impact ⇒ Maintenance ⇒ Rehabilitation ⇒ No tensile stresses in concrete in SLS (Frequent combination) Time saving and elimination of launching girder Elimination of storage areas for segments Very easy inspection and control of external tendons Substitution of external tendons without significant limitation to traffic flow
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1 Prestressed composite box girder
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• Pont de la Corniche, France 3
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• Ginzan-Miyuki Bridge, Japan 5
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• Long span building structures (
Page 9 and 10:
Verrieres bridge - France 9
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Gassino bridge - Torino - Italy 11
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Some theory stuff 13
Page 15 and 16:
15 Bending behaviour of corrugated
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17 Shear behaviour of corrugated we
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1/d 19 Shear behaviour of corrugate
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21 Shear behaviour of corrugated we
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23 Creep and relaxation functions u
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Construction procedure common to bo
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27 Position Continuity support Mids
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Phase 1 - Positioning of steel box
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31 Phase 4 - Internal prestressing
Page 34 and 35:
34 Phase 5 Repetition of previous o
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Phase 7 - External prestressing 36
Page 38 and 39:
38 Transversal truss stiffeners det
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40 Hammers 1 and 3 Time steps Eleme
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42 Bending moment diagrams during h
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Page 46 and 47:
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Page 50 and 51:
Page 52 and 53:
Page 54 and 55:
54 Bending moment diagrams: end of
Page 56 and 57:
56 Bending moment diagrams: permane
Page 58 and 59:
58 Bending moment diagrams: end of
Page 60 and 61:
60 Axial stress in concrete top sla
Page 62 and 63:
62 Axial stress in concrete bottom
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64 Axial stress in steel top flange
Page 66 and 67:
66 Axial stress in steel bottom fla
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68 Axial stress in concrete top sla
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70 Axial stress in concrete bottom
Page 72 and 73:
72 Modeling of CORRUGATED WEBS
Page 74 and 75: An analytical method to calculate t
Page 76 and 77: 76 An analytical method to calculat
Page 78 and 79: Comparison of results between corru
Page 80 and 81: 80 Axial stress in concrete top sla
Page 82 and 83: 82 Axial stress in concrete bottom
Page 84 and 85: 84 Axial stress in steel top flange
Page 86 and 87: 86 Axial stress in steel bottom fla
Page 88 and 89: 88 Cumbering design Displacements w
Page 100 and 101: 100 Cumbering design Displacements
Page 126 and 127: 126 Materials amount Flat webs Corr
Page 128 and 129: 128 Use of steel With corrugated we
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