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30 Phase 2 - Webs assembling by bolts and adjustment/stiffening by temporary ties Phase 3 – Slabs Phase 3 – Slabs concreting
31 Phase 4 – Internal prestressing 28 tendons: 6 for each segment apart from segment 1 which has 2 Strand cross Nominal Duct N°of strands section area diameter 15 139 mm 2 2085 mm 2 90 mm
Page 1 and 2: 1 Prestressed composite box girder
Page 3 and 4: • Pont de la Corniche, France 3
Page 5 and 6: • Ginzan-Miyuki Bridge, Japan 5
Page 7 and 8: • Long span building structures (
Page 9 and 10: Verrieres bridge - France 9
Page 11 and 12: Gassino bridge - Torino - Italy 11
Page 13 and 14: Some theory stuff 13
Page 15 and 16: 15 Bending behaviour of corrugated
Page 17 and 18: 17 Shear behaviour of corrugated we
Page 19 and 20: 1/d 19 Shear behaviour of corrugate
Page 21 and 22: 21 Shear behaviour of corrugated we
Page 23 and 24: 23 Creep and relaxation functions u
Page 25 and 26: Construction procedure common to bo
Page 27 and 28: 27 Position Continuity support Mids
Page 29: Phase 1 - Positioning of steel box
Page 34 and 35: 34 Phase 5 Repetition of previous o
Page 36 and 37: Phase 7 - External prestressing 36
Page 38 and 39: 38 Transversal truss stiffeners det
Page 40 and 41: 40 Hammers 1 and 3 Time steps Eleme
Page 42 and 43: 42 Bending moment diagrams during h
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
Page 64 and 65: 64 Axial stress in steel top flange
Page 66 and 67: 66 Axial stress in steel bottom fla
Page 68 and 69: 68 Axial stress in concrete top sla
Page 70 and 71: 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 90 and 91:
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Page 100 and 101:
100 Cumbering design Displacements
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Conclusions 124
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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