Challenges in bridge design for the ferry free E39 project in Norway. 19 th of March 2018
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- Yngve Samuelsen
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1 Challenges in bridge design for the ferry free E39 project in Norway. 19 th of March 2018
2 Content Overview of Aas-Jakobsen The E39 project bridges E39 Challenges and solutions Helgeland bridge, Norway
3 Introduction to Aas-Jakobsen Bridge department Bjørnafjorden Bridge, Norway Hardanger Bridge, Norway Chacao Bridge, Chile Askøy Bridge, Norway
4 Key Data Highly skilled 5% Ph.D. / 70 % M.Sc. 15 % B.Sc. Turnover: 600 MNOK / 70M (16) Owners: Employees BØMLA Bridge Main office: Oslo (140), Norway Trondheim (35), Bangkok (70)
5 Company structure Bridge department Infrastructure department Building department Marine department Industrial Ring Road, Bangkok Storda and Bømla bridge Stonecutters. HK, checking team Nordhordaland bridge
6 Bridge experience Cantilever Floating Raftsundet, Norway Network Suspension Cable stayed Nordhordalandsbrua, Norway Brandangersundet, Norway
7 Chacao bridge - Chile Location: Chile Spans: 1155m m Pylon height: 157m-199 m Girder Dimension: 23.8m x 3.27m. Deck elevation: 50m U_10min_100y = 42.5 m/s Flutter criteria: 63.5 m/s
8 Canakkale Independent Design Verification Main span: 2023m Total length of bridge deck: 3563m Approcah bridges: 365m(Europe) + 680m (Asia) Tower height: 318m Navigational channel: 1600m x 70m Design code: Eurocode + lokale krav Opening: 2023
9 The E39 project and its major bridges
10 Norway and the E39 10% Fish 40% Oil 50% E39: 1100km. Today: Ferry, 21h Ferry-free => 11h === Save 10h!
11 E39 Criteria and challenges E km highway with speed limit110km/h 7 large fjord crossings Properties: Width: km Depths: m Different climate with varying intensity Wave Wind Current Some fjords have large vessel traffic Navigational channel needed, typical (dep. on type of vessels) Today: low traffic volume, but will increase significantly when E39 is finalized Designed for 100y lifetime: Typical mean wind speed at deck level : 40m/s Gust speed: 54 m/s Some of the floating concepts shall withstand 10m high buildings.
12 Bridge crossings summary (Fjord width and depth) Hafast Møreaksen Hordfast Rogfast
13 E39 Boknafjorden (Rogfast) 27km long tunnel. Twin tube with profile T10.5. Estimated cost 16.8 billion NOK Rated as the most profitable infra structure project in Norway Approved in Parliament in May 2017
14 E39 Langenuen (Hordfast) Suspension bridge with main span of approx. 1600m Bridge needed to access Bjørnafjorden Currently investigating concepts. Tech Status unknown.
15 E39 Bjørnafjorden (Hordfast)
16 E39 Sognefjorden Fjord width 3800m. 1300m deep fjord. Difficult to cross. Project in concept phase. If built it will most likely be the last large bridge structure on E39
17 E39 - Nordfjorden Concept most likely Suspension bridge. Main span 1600m
18 E39 Vartdalsfjorden (Hafast) This bridge is needed to access Sulafjorden. Concept development onging: - Suspension brdige: Main span: 2250m. Double deck - TLP - Floating Wind and wave measurements ongoing
19 E39 - Sulafjorden several concepts. Here, two is shown. (Hafast) Main span: 2800m Pylon height: 400m Twin-box: m Main span: 2x2050m Pylon height incl GBS: 734m Depth: 450m Twin-box: m
20 E39 Julsundet / Romsdalsfjorden (Møreaksen) Suspension bridge crossing Julsundet. Main span: ca1625m Bridge girder: ca 32m x 4m 15km tunnel under Romsdalsfjorden Estimated cost for project 16 billion NOK NPRA has concluded on the design. Wind measurements at site ongoing.
21 E39 Halsafjorden Multispan suspension bridge, same principles as Bjørnafjorden. Main span: 2x1200m Navigational channel: 55m+ Water depth: approx. 500m Bridge girder: approx. 30m x 4m Wind and wave measurements at site ongoing Concept development currently ongoing
22 Bjørnafjorden concepts
23 Bjørnafjorden Wave 5 km
24 Typical environmental loads Wind at deck level (1 hour mean): 1y: 27.1 m/s 100y : 37.2 m/s I u = 14 % (Parallell: 17% - 30%) Typical weather window for inst. in North sea: H s < 2.5m Important frequencies Wind driven wave: 1y : H s : m / T p = s 100y: H s : m / T p = s Swell: 1y : H s : m / T p = 6 20 s 100y: H s : m / T p = 6 20 s Current (0-15m): 1y: 1.00 m/s 100y: 1.40 m/s
25 Bjørnafjorden The concepts
26 The Submerged Floating Bridge
27 The submerged floating bridge D=12-15m cc=40-42m
28 Key technical aspects Vibration periods: Tether supp.: T=64 s and lower Pontoon supp.: T=69 s and lower Vert. motion in SLS < 0.05m/s 2 Hori. motion in SLS < 0.10 m/s 2
29 The Floating Bridges
30 Floating bridge End Anchored and Side Anchored
31 Side anchored - modelling
32 Side anchored vibration modes Mode 1 Mode 2 Mode 3 Mode 4 Mode 7 Mode 9 Mode 10 Mode 12 Mode 13 Mode 15
33 Side anchored location of anchors
34 End anchored - optimization 3.5m 31m
35 End anchored - optimization L=58m B=10m H=9m
36 Mode comparison Side vs End anchored Side anchored: T= 78s and down End anchored: T= 48s and down Mode 1 Mode 2 Mode 3 Mode 4 Mode 9 Mode 10 Mode 11
37 Installation example
38 The TLP concept
39 Concept main features
40
41 Analysis model
![with a factor 4/3 for comparison Increase from Phase 2 Pylon strong axis [MNm] Increase from Phase 2 Top cable tension [MN] Increase from Phase 2 Girder](/docs-images/89/99713204/images/42-2.jpg "vertical acceleration RMS [m/s^2] Monoleg concrete rev0 4x4, X=64, Y=64, Z=-20 18.9 39 % 1929 7 % 3175 17 % 10.1-16 % 0.24 0.")
42 TLP Floater optimization screening analysis Phase 2 Design values: Hull Tethers used in analyses Dynamic tether tension [MN] Increase from Phase 2 Pylon weak axis [MNm] NOTE: Monoleg concrete tether tension is scaled with a factor 4/3 for comparison Increase from Phase 2 Pylon strong axis [MNm] Increase from Phase 2 Top cable tension [MN] Increase from Phase 2 Girder vertical acceleration RMS [m/s^2] Monoleg concrete rev0 4x4, X=64, Y=64, Z= % % % % Monoleg concrete rev1 4x4, X=60, Y=90, Z= % % % % Monoleg_steel_Rev0_tpos1 3x4, X=50, Y=80, Z= % % % % SWATER_Type2_Rev1_tpos4 3x4, X=60, Y=90, Z= % % % % SWATER_Type4_Rev0_tpos1 3x4, X=60, Y=90, Z= % % % % Hfloater_Rev2_tpos3 3x4, X=60, Y=90, Z= % % % % Xbox_Rev0_tpos1 3x4, X=60, Y=90, Z= % % % % SWATER_Type2_Rev1_tpos1 3x4, X=60, Y=100, Z= % % % % SWATER_Type4_Rev0_tpos0 3x4, X=60, Y=100, Z= % % % % Hfloater_Rev2_tpos0 3x4, X=60, Y=100, Z= % % % % Xbox_Rev0_tpos0 3x4, X=60, Y=100, Z= % % % % SWATER_Type4_Rev0_tpos2 3x4, X=50, Y=90, Z= % % % % SWATER_Type5_Rev0 3x4, X=50, Y=90, Z= % % % % SWATER_Type4_Rev3 3x4, X=50, Y=90, Z= % % % % Girder horisontal acceleration RMS [m/s^2] Bjørnafjorden. Hengebru på flytende fundamenter.
43 Bjørnafjorden. Hengebru på flytende fundamenter. Top cable system Top cables 6 (2x3) (127 strands) A = m 2 Spacing: 1.0m
44 Movement during construction w/wo Top Cable RMS displacement in pylon top (10 m/s) Completed pylon (wo/storm system): Surge: 1.6 m (wo/top cable) / 0.0 m (w/top cable) Sway: 0.8 m (wo/top cable) / 0.8 m (w/top cable) Heave: 0.0 m (wo/top cable) / 0.0 m (w/top cable) Bjørnafjorden. Hengebru på flytende fundamenter.
45 Accelration during construction w/wo Top Cable Horizontal acceleration in pylon top: Free standing completed pylon (Design basis criteria): U(z=10m) = 15 m/s: a rms = 0.16 m/s 2 (Criteria rms : 0.3 m/s 2 ) Completed pylon with top cable: U(z=10m) = 15 m/s: a rms = 0.07 m/s 2 (Criteria rms : 0.3 m/s 2 ) Bjørnafjorden. Hengebru på flytende fundamenter.
46 Bjørnafjorden. Hengebru på flytende fundamenter. TLP Analysis process Wind time series Orcaflex Wave (TD / FD) Coupled wind/wave (TD) Response Aerodynamic RM Bridge Static Wind (TD / FD) Coupled wind/wave (TD) Response Design ULS FLS ALS Hydrodynamic NovaFrame / IBDAS Wind (FD) Response - Screening analyses along 100 year contour line performed in time domain and frequency domain - Coupled analysis in RM, up to 30 realizations pr storm event - Gumbel used for extreme value estimation of critical components - Conservative extreme value estimation for all components performed in RM - Establish combination rule force/moments - FLS: Rainflow count - Identify and understand coupling effects
47 Bjørnafjorden. Hengebru på flytende fundamenter. Selected key results Permanent loads Temp. loads Traffic loads 1 year environmental loads 100 year environmental loads Bridge girder end (North) longitudinal [m] / / / /1.53 Bridge girder midspan lateral [m] / / / /21.98 Bridge girder midspan vertical [m] / / / /3.92 Pylon top axis 5 longitudinal [m] / / / /1.37 Pylon top axis 5 lateral [m] / / / /19.85 Pylon foot axis 5 longitudinal [m] / / / /1.80 Pylon foot axis 5 lateral [m] 0 0/ / / /10.87
48 Bjørnafjorden. Hengebru på flytende fundamenter. Dynamic bridge behaviour Mode type Girder motion Floater motion Highest eigenperiod Lateral Lateral Sway/roll/yaw ~100s Vertical Vertical/longitudinal Surge/heave/pitch ~30s Global modes separated into lateral and vertical direction 1 st lateral mode (top view) 1 st vertical mode (side view)
49 Bjørnafjorden. Hengebru på flytende fundamenter. Dynamic bridge behaviour Weakly non-linear system Table shows eigenperiod with displacement due to mean wind Vmean=0m/s Vmean=30m/s, lateral Vmean=30m/s, longitudinal 1 st lateral 87.06s 86.63s 87.05s 1 st vertical 27.95s 27.94s 27.92s
50 Bjørnafjorden. Hengebru på flytende fundamenter. Dynamic bridge behaviour Frequencydomain Range Limit state Primary excitation Low-frequent <0.05Hz (>20s) ULS / FLS Wind Wave-frequent Hz (4-20s) ULS / FLS / SLS (accelerations) High-frequent >0.25Hz (<4s) SLS (accelerations) Wind Wind / 1 st order wave Environmental load response (mainly) governed by wind Resonant response from 1 st order wave excitation contributes to ULS, FLS and SLS
51 Bjørnafjorden. Hengebru på flytende fundamenter. Bjørnafjorden. Hengebru på flytende fundamenter. Keeping track of the results Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % km
52 Systematization Naming system A Wave loads B Swell loads C Wind loads D Current loads E Coupled event A B C D E001 E001: A B C D C = Wind Return period 100y 180 o Angle of attack Predefined wind profile
53 Bjørnafjorden. Hengebru på flytende fundamenter. ANALYZING Event Wind Sea Waves Swell Waves Wind E001 A B C E002 A B C E003 A B C E005 A B C427021
54 Coupled Dynamic bridge behaviour Case study: critical 100y storm: Wind from west (Vref=37m/s at girder height) Windsea from northwest (Hs=2.4m, Tp=5.9s) Swell from northwest (Hs=0.34m, Tp=14s) Dynamic tether response Wind Wind sea Swell Coupled Vertical #2 Vertical #1 Lateral #2
55 Bjørnafjorden. Hengebru på flytende fundamenter. Bjørnafjorden. Hengebru på flytende fundamenter. Analyse snapshots Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: All % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % Reference Tp (s) Tp (s) Hm0 (m) Hm0 (m) Direction [deg]: % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
56 TLP construction and installation Bjørnafjorden. Hengebru på flytende fundamenter.
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