m - ACES
m - ACES m - ACES
84 Axial stress in steel top flange – continuity support section -60,00 -80,00 100 1000 10000 100000 377 days: 377 end gg. of construction Axial stress [MPa] Tensioni Normali [MPa] -100,00 -120,00 -140,00 -160,00 Anime Flat webs lisce Anime Corrugated corrugate webs 50 years: end of service life 50 anni -180,00 Tempi [gg] Time [days]
85 Axial stress in steel bottom flange – continuity support section 0,00 0 50 100 150 200 250 300 350 400 Axial stress [MPa] Tensioni Normali [MPa] -20,00 -40,00 -60,00 -80,00 -100,00 -120,00 -140,00 Internal tendons prestressing Tiro dei cavi interni First Tiro 50% dei of cavi external esterni prestressing campate on centrali spans (50%) Anime Flat webs lisce Anime Corrugated corrugate webs Permanent loads Applicazione carichi permanenti introduction portati Second 50% of external prestressing everywhere Ritesatura cavi esterni -160,00 -180,00 First Tiro dei 50% cavi of esterni external campate prestressing laterali (50%) on lateral spans Tempi [gg] Time [days]
- 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 44 and 45: 44 Bending moment diagrams during h
- Page 46 and 47: 46 Bending moment diagrams during h
- Page 48 and 49: 48 Bending moment diagrams during h
- Page 50 and 51: 50 Bending moment diagrams during h
- Page 52 and 53: 52 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 86 and 87: 86 Axial stress in steel bottom fla
- Page 88 and 89: 88 Cumbering design Displacements w
- Page 90 and 91: 90 Cumbering design Displacements w
- Page 92 and 93: 92 Cumbering design Displacements w
- Page 94 and 95: 94 Cumbering design Displacements w
- Page 96 and 97: 96 Cumbering design Displacements w
- Page 98 and 99: 98 Cumbering design Displacements w
- Page 100 and 101: 100 Cumbering design Displacements
- Page 102 and 103: 102 Cumbering design Displacements
- Page 104 and 105: 104 Cumbering design Displacements
- Page 106 and 107: 106 Cumbering design Displacements
- Page 108 and 109: 108 Cumbering design Displacements
- Page 110 and 111: 110 Cumbering design Displacements
- Page 112 and 113: 112 Cumbering design Displacements
- Page 114 and 115: 114 Cumbering design Displacements
- Page 116 and 117: 116 Cumbering design Displacements
- Page 118 and 119: 118 Cumbering design Displacements
- Page 120 and 121: 120 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
84<br />
Axial stress in steel top flange – continuity support section<br />
-60,00<br />
-80,00<br />
100 1000 10000 100000<br />
377 days:<br />
377 end gg. of<br />
construction<br />
Axial stress [MPa]<br />
Tensioni Normali [MPa]<br />
-100,00<br />
-120,00<br />
-140,00<br />
-160,00<br />
Anime Flat webs lisce<br />
Anime Corrugated corrugate webs<br />
50 years:<br />
end of<br />
service life<br />
50 anni<br />
-180,00<br />
Tempi [gg]<br />
Time [days]
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