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72 Modeling of CORRUGATED WEBS
Overall characteristics 73 • High longitudinal deformability (accordion effect) • better U.L.S. shear buckling behaviour; • Out of the plane inertia (transverse bending/ folded plate) .
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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
Page 7 and 8:
• Long span building structures (
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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
Page 17 and 18:
17 Shear behaviour of corrugated we
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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 and 30: Phase 1 - Positioning of steel box
Page 31: 31 Phase 4 - Internal prestressing
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 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 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 122 and 123:
122 Cumbering design Displacements
Page 124 and 125:
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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