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ROADSIDE, TRACKS, INDUSTRIAL
SAFETY PROTECTION EQUIPMENTS
& TRAFFIC SIMULATIONS
2
joseph.marra@gdtech.eu/0032479430459
Liège : Headquarters
Bordes
LOCATIONS
Liège
Avenue de l'Expansion, 7
B-4432 ALLEUR
Site Aéropolis
F-64510 BORDES
Technopôle Transalley
180 rue Joseph-Louis Lagrange
F-59300 FAMARS
SOFTWARE & HARDWARE
Cluster #1
128 Cores
256 GB Ram
Intel Xeon E5-2670 @2,60Hz
Cluster #2
128 Cores
512 GB Ram
Intel Xeon E5-2640 @2,60Hz
Cluster #3
160 Cores
768 GB Ram
Intel Xeon Silver 4114 @2,20Hz
REPRESENTATIVE COMPANY
Turkey, Iran, Isreal, Georgia,
Uzbekistan, Turkmenistan
Australia & New Zealand
OFFERS IN THIS LEAFLET
General Engineering
Accident
Reconstruction
3
Defense
joseph.marra@gdtech.eu/0032479430459
Road Restraint Systems
Bridge Barrier Upgrading
Poles [Lighting & Signs]
Security Products
Circuits
Industrial Protections
Traffic Calculation
Reference Standards
Ask for our other brochures
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p.29
p.30
p.33
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p.36
p.39
p.40
Simulation of crashes on Road Restraint Systems1
Concerned standards:
EN1317, NCHRP350, MASH, GOST R
2052607 or Equivalent
Included TS1317-8
for motorcyclists
Simulation of crashes on Poles2
Concerned standards:
EN12767, NCHRP350, MASH, or
Equivalent
4
ROAD RESTRAINT SYSTEMS
Simulation of crashes on Security Systems3
Concerned standards:
PAS 68, PAS 69, ASTM F2656, CWA
16221, IWA 14
joseph.marra@gdtech.eu/0032479430459
Vehicles according to international standards3
5
ROAD RESTRAINT SYSTEMS
EU standards:
Geo Metro
[900kg]
Dodge Neon
[1300kg]
Ford Taurus
[1500kg]
MAN
[10 Tons]
GENERIC VEHICLES
SPECIFIC VEHICLES
(Validated TR16303)
Peugeot 205
[900kg]
BMW
[1500kg]
MAN
[10 Tons]
Renault Agora Line
[13 Tons]
Coach SETRA
[13 Tons]
Truck
[30 Tons]
23 Tons 26 Tons
Geo Metro
[820C]
Toyota Yaris
[1100C]
Chevrolet C2500
[2000P]
Chevrolet Silverado
[2270P]
Truck
[10000S]
Van trailer
[36000V]
Tank trailer
[36000T]
US standards:
Other possible vehicles:
620kg Caravan
[2050kg]
Van
[2150kg]
Explorer
[2250kg]
44 Tons 60 Tons
800kg
16 Tons
joseph.marra@gdtech.eu/0032479430459
Dummies
Renault
Premium Metaco
[38 Tons]
Renault 270 DCI
[16 Tons]
Forklift
Bus
[13 Tons]
Truck
[16 Tons]
Truck
[30 Tons]
Truck
[38 Tons]
Mixer truck
Toyota Camri
[1450kg]
ROAD RESTRAINT SYSTEMS
Advanced models and lab Tests5
Concrete
Glass WoodPlastic
Dynamic tests Static tests
Detailed reports6
Simulation reports 3D Viewer of animated results
Von Mises Stress
Plastic Strain
Displacement …
Steel
Soil
joseph.marra@gdtech.eu/0032479430459
6
ROAD RESTRAINT SYSTEMS
3. Adaptation to site conditions
2. Certification
ITT (Crash test / Simulation)
CE marking
Load transfer to bridge decks,
different soils, transitions, …
7
joseph.marra@gdtech.eu/0032479430459
GDTech is an independent company of 180 people with a core
business being Finite Element Analyses of structures in the
Aeronautic and Crash applications. Concerning roadside safety
equipment analyses, GDTech has an experience of more than 10
years and has collaborated with many customers worldwide using
EN1317, NCHRP350 / MASH, PAS68, ASTM standards mainly.
GDTech has delegates representing Belgium in TC226/WG1 and
TC226/WG10 writing EN1317 and EN12767 respectively. GDTech
is participating at the elaboration of the reference European
document about how to simulate correctly EN1317 crashes of
vehicles against road restraint systems (TG5-CME).
GDTech actively participates at TRB concerning US standards.
GDTech is member of ERF (European Road Federation) and
Smart Transportation Alliance (STA).
New product
Before to be placed on the market
Before installation on site
Modified product
• Soil modification
• Max speed limit
• Max CL in curve
• Bridge pile
• Gantry
• Bridge safety barriers
• Transitions
• Curve influence
• Motorcyclist protection
• Concrete safety barriers
• …
ITT simulation
Product CE
FPC
CE
CE
EN 1317 rules National / Regional rules
On site
Adaptation to site conditions:
ITT crash test
After an accident
Insurance / Court
Accident
ROAD RESTRAINT SYSTEMS
8
joseph.marra@gdtech.eu/0032479430459
1. New Product Development
Simulation
Increase probability to pass Crash Test
Increase performance and/or decrease costs
Drawings
Digital model
Simulation Positive results?
Yes
No
Experimental
Crash-test
ROAD RESTRAINT SYSTEMS
• Comparison of different solutions and zoom on details
9Detailed system
Beam comparison
joseph.marra@gdtech.eu/0032479430459
1. New Product Development
ROAD RESTRAINT SYSTEMS
10
Steel Barriers
Plastic Barriers
Water
Wood-Steel Barriers
joseph.marra@gdtech.eu/0032479430459
1. New Product Development
ROAD RESTRAINT SYSTEMS
Concrete Barriers
• Prefabricated • Cast In Place
• End Treatments • Truck Mounted Attenuator
Absorbers
Cable Barriers
Crash Cushion
Terminals
11
joseph.marra@gdtech.eu/0032479430459
1. New Product Development
Category B allows simulation to be used for certifying
modified products or families of products
What you have : What you want : What you need :
• A product that passed
the necessary crash-
tests
• A simulation
reproducing the
successful crash-tests
• adapting your product
• Extend you family of
products
[without having to
perform new crash tests]
• A simulation of the
modified product
using proven models
according to EU best-
practices
ROAD RESTRAINT SYSTEMS
Numerical Validation
Numerical Certification
12
joseph.marra@gdtech.eu/0032479430459
Example 1: Family of products
2. Certification
ROAD RESTRAINT SYSTEMS
Example 2: Different concrete basement heights
Example 3: Guardrail profile
Modified model
Profile B
Example 4: Bolt orientation changed
13
joseph.marra@gdtech.eu/0032479430459
2. Certification
Original model
Tested – Profile A
ROAD RESTRAINT SYSTEMS
14
• Example 5:
Assess the working width for lower containment levels
Tested H4 W6 system
is also H2 W6 system According to EN1317
Calibrated model
H4 W6
W6 W4
H2 W4
of H2 W4
Using numerical
simulation
Bridge support
W6
W4
H2 required
H4-W6 but H2-W4 thanks to
simulation
joseph.marra@gdtech.eu/0032479430459
2. Certification
ROAD RESTRAINT SYSTEMS
Simulation for assessing performance of a tested product according to a
different international standard (EN1317, NCHRP 350, MASH, GOST, …)
Tested product according to EN1317A
Simulation reproducing the
Real-test
B
Simulation according to another
performance standard
C
15
joseph.marra@gdtech.eu/0032479430459
2. Certification
Comparison EU and US Standards
ROAD RESTRAINT SYSTEMS
Measure Crash-Test Virtual-Test Acceptance Difference
Dynamic deflection [m] 0.9 0.78
Normalized dynamic deflection [m] 0.8 0.76 <0.18 0.04
Working Width [m] 0.9 0.88
Normalized working width [m] 0.9 0.86 <0.18 0.04
Class of normalized working width W3 W3
Max permanent deflection [m] 0.6 0.54
Reliable results thanks to
specific vehicles
GDTech uses the latest recommended references for the
evaluation of the acceptance of a simulation that reproduces
a real crash-test [TR16303, Pr EN1317-5, …]
16
joseph.marra@gdtech.eu/0032479430459
2. Certification
ROAD RESTRAINT SYSTEMS
EN1317 defines 3 main criteria for comparing safety barriers
in standardized crash-test conditions:
First criteria
Containment Level
• N1, N2, H1, H2, H3, H4a, H4b
• L1, L2, L3, L4a, L4b
Second criteria Acceleration Severity Index
• A, B, C
Third criteria
Working Width (W)
Vehicle Intrusion (VI)
• Classes 1 → 8
Those performances can change in non-standardized conditions.
Simulation is then a useful tool required by some road authorities
(or road designers) to check the installation conditions’ safety.
Transversalkineticenergy
17
joseph.marra@gdtech.eu/0032479430459
3. Adaptation to Site Conditions
ROAD RESTRAINT SYSTEMS
a) Loads from bridge parapets to decks
EN1317 Test conditions
b) Reinforce bridge decks (Existing/New)
According to Eurocodes & PTV869 valid for
Possible validation using FEA 18
joseph.marra@gdtech.eu/0032479430459
3. Adaptation to Site Conditions
Maximum loads
Forces from real crash-test (from anchoring bolts)A
Forces from EN1317 crash simulationB
Max. forces (analytical calculations at rupture)
Max. forces (dynamic simulations at rupture)D
C
Falling Load Acoustical Walls Anti-suicide Walls Pedestrian Protection
Steps & Expansion joints
19
ROAD RESTRAINT SYSTEMS
joseph.marra@gdtech.eu/0032479430459
3. Adaptation to Site Conditions
New methodology
to check &
adapt safety barriers
to different soils
ROAD RESTRAINT SYSTEMS
• Soil influence
20
Hard Medium Soft
joseph.marra@gdtech.eu/0032479430459
3. Adaptation to Site Conditions
ROAD RESTRAINT SYSTEMS
• Simulation reports valid for NF Certification or equivalent
• Possibility for GDTech to review customer’s simulation
• Transition between systems
21
joseph.marra@gdtech.eu/0032479430459
3. Adaptation to Site Conditions
ROAD RESTRAINT SYSTEMS
22
joseph.marra@gdtech.eu/0032479430459
3. Adaptation to Site Conditions
• Motorcyclist protection test & influence for vehicles
ROAD RESTRAINT SYSTEMS
• Vehicle mass/shape increased/modified
Tested 38 Tons
H4b CE
Tank trailer
Coil trailer
60 Tons
23
joseph.marra@gdtech.eu/0032479430459
3. Adaptation to Site Conditions
ROAD RESTRAINT SYSTEMS
• Other situations
Risks
Curves
Impact on bridge pile
Possibility to investigate &
solve many roadside real
problems.
Added objects
WiringAnti Dazzle
24
Steps
joseph.marra@gdtech.eu/0032479430459
3. Adaptation to Site Conditions
ROAD RESTRAINT SYSTEMS
• Passive safe posts inside the W:
Compliant
EN12767
Passive safe post inside
Working Width (W)
25
Compliant
EN1317 [N2-W5]
W1
W2
• Speed to get W1 when only N2 W2 are available:
joseph.marra@gdtech.eu/0032479430459
3. Adaptation to Site Conditions
ROAD RESTRAINT SYSTEMS
26
joseph.marra@gdtech.eu/0032479430459
4. Accident Reconstruction
ROAD RESTRAINT SYSTEMS
27
joseph.marra@gdtech.eu/0032479430459
4. Accident Reconstruction
ROAD RESTRAINT SYSTEMS
• Customized program in collaboration with local players
Workshop on Vehicle Restraint Systems (VRS)
▪ International Standards and focus on European ones and updates
▪ From perspective to performance standards: national examples
▪ Performance standard for safer and more economical products:
- Longitudinal barriers
- Crashworthy terminals
- Crash cushions
- Motorcyclists and VRS
- Energy absorbing poles
▪ Answers to specific situations:
- Safety barriers in curves
- Transitions
- Soil influence & cliffs
- Bridge safety barriers
- Special zones protections
▪ National regulations on uncovered requirements by EN 1317
▪ Regulations on installation & repair: national examples
B Workshop on local problematics on VRS
▪ To be discussed
C Workshop on Work Zones Safety
▪ Regulations on lateral protection: national examples
▪ Truck mounted attenuators & truck lateral protection
▪ Traffic management for work zones
D Workshop on Traffic Management & Accidents
▪ Traffic management
▪ Accident reconstructions




0,5 day
0,5 day
0,5 day
1,5 dayA
28
joseph.marra@gdtech.eu/0032479430459
5. Training Sessions
BRIDGE BARRIER UPGRADING
2
New EN13171
Mandatory to use CE crash-tested barriers on bridges
29
joseph.marra@gdtech.eu/0032479430459
• Upgrade your current barriers to fit with EN1317
• Choose one existing and already tested safety barriers and develop
an effective anchoring solution
How to Collaborate?
POLES [LIGHTING & SIGNS]
2
Safety Road signs support1
Light Poles
EN12767, NCHRP350, MASH or equivalent
30
joseph.marra@gdtech.eu/0032479430459
3 Simulation for certification of families of product
POLES [LIGHTING & SIGNS]
Lowestheight
Intermediateheight
Hightheight
Light vehicle Real crash
Simulation*
Heavy vehicle Real crash
* Using models that are proved to reproduce the real crash tests
4 Calculation according to Static loads (section capacities, wind loads …)
The analytical calculation is ok for simple models
For Signalization:
EN 12899: Fixed, vertical road traffic signs
EN12899-1 refers to the Eurocode EN1993-1-1
For Lighting:
EN 40-3-1: Specification for characteristic loads
EN 40-3-3: Verification by calculation
But it’s very difficult for complex models
31
NUMERICAL SIMULATION
joseph.marra@gdtech.eu/0032479430459
5
Plate
Anchorage
Concrete
Soil
Soil
Concrete
Bank soil
Crash-test
Anchoring
Real
Anchoring
POLES [LIGHTING & SIGNS]
32
Different concrete
masses
Particular installation conditions (Anchoring …)
• Influence of boundary conditions
Special
anchoring
Soil
joseph.marra@gdtech.eu/0032479430459
SECURITY PRODUCTS
Certification
Crash test (new products)
Simulation (modified products)
Adaptation
production
Installation
aesthetic reasons
…
New Product
Development
Calculation prior crash test
33
PAS 68
PAS 69
ASTM F2656
CWA 16221
IWA 14
joseph.marra@gdtech.eu/0032479430459
SECURITY PRODUCTS
PAS 68 or equivalent1
34
PAS 68
PAS 69
ASTM F2656
CWA 16221
IWA 14
joseph.marra@gdtech.eu/0032479430459
THE SAFETY OF YOUR CIRCUIT
Analyze of the trajectories, masses & speeds1
Design of appropriate protection for cars & motorcyclists2
35
joseph.marra@gdtech.eu/0032479430459
TAILORED INDUSTRIAL PROTECTIONS
Less maintenance costs
with adapted solution
Low Maintenance1
Low Deformation
 ✓
36
joseph.marra@gdtech.eu/0032479430459
Industrial Sites
Unloading Dock Protection
Walkway Protections
37
TAILORED INDUSTRIAL PROTECTIONS
Service Station & Parking
joseph.marra@gdtech.eu/0032479430459
Protection for falling
38
Logistics
• People
• Objects
TAILORED INDUSTRIAL PROTECTIONS
joseph.marra@gdtech.eu/0032479430459
Trailer protections
TRAFFIC CALCULATION
From Pedestrians …1
• Analysis, optimization and simulation
• From huge avenues to details
… to vehicles2
39
• Manage crisis scenarios
Design emergency exits to guarantee
the quickest and safest evacuation of
large buildings and events
joseph.marra@gdtech.eu/0032479430459
1 EN 1317: RRS European Standard
REFERENCE STANDARDS
Containment level
Acceleration severity index
joseph.marra@gdtech.eu/0032479430459
Working Width (W) and Vehicle Intrusion (VI)
Classes Levels of normalized working width (m) Levels of normalized vehicle intrusion (m)
1 WN ≤ 0,6 VIN ≤ 0,6
2 WN ≤ 0,8 VIN ≤ 0,8
3 WN ≤ 1,0 VIN ≤ 1,0
4 WN ≤ 1,3 VIN ≤ 1,3
5 WN ≤ 1,7 VIN ≤ 1,7
6 WN ≤ 2,1 VIN ≤ 2,1
7 WN ≤ 2,5 VIN ≤ 2,5
8 WN ≤ 3,5 VIN ≤ 3,5
9 / VIN ≥ 3,5 40
2 NCHRP350 & MASH : RSS US Standard
41
NCHRP350
joseph.marra@gdtech.eu/0032479430459
REFERENCE STANDARDS
Test Level
Test
Designation
Impact Conditions
Vehicle
Nominal Speed
(km/h)
Nominal Angle
ɵ (deg)
1
1-10
1-11
820C
2000P
50
50
20
25
2
2-10
2-11
820C
2000P
70
70
20
25
3
3-10
3-11
820C
2000P
100
100
20
25
4
4-10
4-11
4-12
820C
2000P
8000S
100
100
80
20
25
15
5
5-10
5-11
5-12
820C
2000P
36000V
100
100
80
20
25
15
6
6-10
6-11
6-1
820C
2000P
36000T
100
100
80
20
25
15
MASH
Test Level Test Vehicle Designation and Type
Test Conditions
Speed mph (km/h) Angle (deg.)
1
1100C (Passenger Car)
2270P (Pickup Truck)
31 (50.0)
31 (50.0)
25
25
2
1100C (Passenger Car)
2270P (Pickup Truck)
44 (70.0)
44 (70.0)
25
25
3
1100C (Passenger Car)
2270P (Pickup Truck)
62 (100.0)
62 (100.0)
25
25
4
1100C (Passenger Car)
2270P (Pickup Truck)
10000S (Single Unit Truck)
62 (100.0)
62 (100.0)
56 (90.0)
25
25
15
5
1100C (Passenger Car)
2270P (Pickup Truck)
36000V (Tractor-Van Trailer)
62 (100.0)
62 (100.0)
50 (80.0)
25
25
15
6
1100C (Passenger Car)
2270P (Pickup Truck)
36000T (Tractor-Tank Trailer)
62 (100.0)
62 (100.0)
50 (80.0)
25
25
15
3 EN 12767: Passive safety of support structures
42
joseph.marra@gdtech.eu/0032479430459
REFERENCE STANDARDS
Peugeot 205 [900kg]
4 PAS 68 / PAS 69: Vehicle security barrier systems
joseph.marra@gdtech.eu/0032479430459
REFERENCE STANDARDS
43
Test vehicle
classification
Test classification kg Test speed km/h Impact angle
Car M1 1500 16, 32, 48, 64, 80, 96, 112 0° to 90° in 5
intervals
4x4 pick-up (crew cab
design)
N1G 2500 16, 32, 48, 64, 80, 96, 112 0° to 90° in 5
intervals
Day cab vehicles N1 flat bed (RWD) 3500 16, 32, 48, 64, 80, 96 0° to 90° in 5
intervals
N2 2-axle rigid 7500 16, 32, 48, 64 0° to 90° in 5
intervals
N3 2-axle rigid 7500 16, 32, 48, 64, 80 0° to 90° in 5
intervals
N3 4-axe rigid 30000 16, 32, 48, 64, 80 0° to 90° in 5
intervals
ASTM (US) : Vehicle security barrier systems
Type oftestvehicle (Kg) ConditionDesignation Nominalminimumtestvelocity(Km/h) KineticEnergy(KJ)
Small passengercar( C) 1100 C40 65 180
C50 80 270
C60 100 420
PickUpTruck( P) 2300 PU40 65 380
PU50 80 570
PU60 100 890
Medium-DutyTruck( M) 6800 M30 50 660
M40 65 1110
M50 80 1680
HeavyGoodsVehicle ( H) 29500 H30 50 2850
H40 65 4810
H50 80 7280
5
Avenue de l'Expansion, 7
4432 ALLEUR
BELGIQUE
Site Aéropolis
64510 BORDES
FRANCE
Technopôle Transalley
180 rue Joseph-Louis Lagrange
F-59300 FAMARS
Votre contact:
joseph.marra@gdtech.eu
00 32 479 43 04 59
Version : 05/09/2018

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GdTech leaflet - Roadside safety, tracks, security and industrial protections

  • 1. ROADSIDE, TRACKS, INDUSTRIAL SAFETY PROTECTION EQUIPMENTS & TRAFFIC SIMULATIONS
  • 2. 2 joseph.marra@gdtech.eu/0032479430459 Liège : Headquarters Bordes LOCATIONS Liège Avenue de l'Expansion, 7 B-4432 ALLEUR Site Aéropolis F-64510 BORDES Technopôle Transalley 180 rue Joseph-Louis Lagrange F-59300 FAMARS SOFTWARE & HARDWARE Cluster #1 128 Cores 256 GB Ram Intel Xeon E5-2670 @2,60Hz Cluster #2 128 Cores 512 GB Ram Intel Xeon E5-2640 @2,60Hz Cluster #3 160 Cores 768 GB Ram Intel Xeon Silver 4114 @2,20Hz REPRESENTATIVE COMPANY Turkey, Iran, Isreal, Georgia, Uzbekistan, Turkmenistan Australia & New Zealand
  • 3. OFFERS IN THIS LEAFLET General Engineering Accident Reconstruction 3 Defense joseph.marra@gdtech.eu/0032479430459 Road Restraint Systems Bridge Barrier Upgrading Poles [Lighting & Signs] Security Products Circuits Industrial Protections Traffic Calculation Reference Standards Ask for our other brochures p.4 p.29 p.30 p.33 p.35 p.36 p.39 p.40
  • 4. Simulation of crashes on Road Restraint Systems1 Concerned standards: EN1317, NCHRP350, MASH, GOST R 2052607 or Equivalent Included TS1317-8 for motorcyclists Simulation of crashes on Poles2 Concerned standards: EN12767, NCHRP350, MASH, or Equivalent 4 ROAD RESTRAINT SYSTEMS Simulation of crashes on Security Systems3 Concerned standards: PAS 68, PAS 69, ASTM F2656, CWA 16221, IWA 14 joseph.marra@gdtech.eu/0032479430459
  • 5. Vehicles according to international standards3 5 ROAD RESTRAINT SYSTEMS EU standards: Geo Metro [900kg] Dodge Neon [1300kg] Ford Taurus [1500kg] MAN [10 Tons] GENERIC VEHICLES SPECIFIC VEHICLES (Validated TR16303) Peugeot 205 [900kg] BMW [1500kg] MAN [10 Tons] Renault Agora Line [13 Tons] Coach SETRA [13 Tons] Truck [30 Tons] 23 Tons 26 Tons Geo Metro [820C] Toyota Yaris [1100C] Chevrolet C2500 [2000P] Chevrolet Silverado [2270P] Truck [10000S] Van trailer [36000V] Tank trailer [36000T] US standards: Other possible vehicles: 620kg Caravan [2050kg] Van [2150kg] Explorer [2250kg] 44 Tons 60 Tons 800kg 16 Tons joseph.marra@gdtech.eu/0032479430459 Dummies Renault Premium Metaco [38 Tons] Renault 270 DCI [16 Tons] Forklift Bus [13 Tons] Truck [16 Tons] Truck [30 Tons] Truck [38 Tons] Mixer truck Toyota Camri [1450kg]
  • 6. ROAD RESTRAINT SYSTEMS Advanced models and lab Tests5 Concrete Glass WoodPlastic Dynamic tests Static tests Detailed reports6 Simulation reports 3D Viewer of animated results Von Mises Stress Plastic Strain Displacement … Steel Soil joseph.marra@gdtech.eu/0032479430459 6
  • 7. ROAD RESTRAINT SYSTEMS 3. Adaptation to site conditions 2. Certification ITT (Crash test / Simulation) CE marking Load transfer to bridge decks, different soils, transitions, … 7 joseph.marra@gdtech.eu/0032479430459 GDTech is an independent company of 180 people with a core business being Finite Element Analyses of structures in the Aeronautic and Crash applications. Concerning roadside safety equipment analyses, GDTech has an experience of more than 10 years and has collaborated with many customers worldwide using EN1317, NCHRP350 / MASH, PAS68, ASTM standards mainly. GDTech has delegates representing Belgium in TC226/WG1 and TC226/WG10 writing EN1317 and EN12767 respectively. GDTech is participating at the elaboration of the reference European document about how to simulate correctly EN1317 crashes of vehicles against road restraint systems (TG5-CME). GDTech actively participates at TRB concerning US standards. GDTech is member of ERF (European Road Federation) and Smart Transportation Alliance (STA). New product Before to be placed on the market Before installation on site Modified product • Soil modification • Max speed limit • Max CL in curve • Bridge pile • Gantry • Bridge safety barriers • Transitions • Curve influence • Motorcyclist protection • Concrete safety barriers • … ITT simulation Product CE FPC CE CE EN 1317 rules National / Regional rules On site Adaptation to site conditions: ITT crash test After an accident Insurance / Court Accident
  • 8. ROAD RESTRAINT SYSTEMS 8 joseph.marra@gdtech.eu/0032479430459 1. New Product Development Simulation Increase probability to pass Crash Test Increase performance and/or decrease costs Drawings Digital model Simulation Positive results? Yes No Experimental Crash-test
  • 9. ROAD RESTRAINT SYSTEMS • Comparison of different solutions and zoom on details 9Detailed system Beam comparison joseph.marra@gdtech.eu/0032479430459 1. New Product Development
  • 10. ROAD RESTRAINT SYSTEMS 10 Steel Barriers Plastic Barriers Water Wood-Steel Barriers joseph.marra@gdtech.eu/0032479430459 1. New Product Development
  • 11. ROAD RESTRAINT SYSTEMS Concrete Barriers • Prefabricated • Cast In Place • End Treatments • Truck Mounted Attenuator Absorbers Cable Barriers Crash Cushion Terminals 11 joseph.marra@gdtech.eu/0032479430459 1. New Product Development
  • 12. Category B allows simulation to be used for certifying modified products or families of products What you have : What you want : What you need : • A product that passed the necessary crash- tests • A simulation reproducing the successful crash-tests • adapting your product • Extend you family of products [without having to perform new crash tests] • A simulation of the modified product using proven models according to EU best- practices ROAD RESTRAINT SYSTEMS Numerical Validation Numerical Certification 12 joseph.marra@gdtech.eu/0032479430459 Example 1: Family of products 2. Certification
  • 13. ROAD RESTRAINT SYSTEMS Example 2: Different concrete basement heights Example 3: Guardrail profile Modified model Profile B Example 4: Bolt orientation changed 13 joseph.marra@gdtech.eu/0032479430459 2. Certification Original model Tested – Profile A
  • 14. ROAD RESTRAINT SYSTEMS 14 • Example 5: Assess the working width for lower containment levels Tested H4 W6 system is also H2 W6 system According to EN1317 Calibrated model H4 W6 W6 W4 H2 W4 of H2 W4 Using numerical simulation Bridge support W6 W4 H2 required H4-W6 but H2-W4 thanks to simulation joseph.marra@gdtech.eu/0032479430459 2. Certification
  • 15. ROAD RESTRAINT SYSTEMS Simulation for assessing performance of a tested product according to a different international standard (EN1317, NCHRP 350, MASH, GOST, …) Tested product according to EN1317A Simulation reproducing the Real-test B Simulation according to another performance standard C 15 joseph.marra@gdtech.eu/0032479430459 2. Certification Comparison EU and US Standards
  • 16. ROAD RESTRAINT SYSTEMS Measure Crash-Test Virtual-Test Acceptance Difference Dynamic deflection [m] 0.9 0.78 Normalized dynamic deflection [m] 0.8 0.76 <0.18 0.04 Working Width [m] 0.9 0.88 Normalized working width [m] 0.9 0.86 <0.18 0.04 Class of normalized working width W3 W3 Max permanent deflection [m] 0.6 0.54 Reliable results thanks to specific vehicles GDTech uses the latest recommended references for the evaluation of the acceptance of a simulation that reproduces a real crash-test [TR16303, Pr EN1317-5, …] 16 joseph.marra@gdtech.eu/0032479430459 2. Certification
  • 17. ROAD RESTRAINT SYSTEMS EN1317 defines 3 main criteria for comparing safety barriers in standardized crash-test conditions: First criteria Containment Level • N1, N2, H1, H2, H3, H4a, H4b • L1, L2, L3, L4a, L4b Second criteria Acceleration Severity Index • A, B, C Third criteria Working Width (W) Vehicle Intrusion (VI) • Classes 1 → 8 Those performances can change in non-standardized conditions. Simulation is then a useful tool required by some road authorities (or road designers) to check the installation conditions’ safety. Transversalkineticenergy 17 joseph.marra@gdtech.eu/0032479430459 3. Adaptation to Site Conditions
  • 18. ROAD RESTRAINT SYSTEMS a) Loads from bridge parapets to decks EN1317 Test conditions b) Reinforce bridge decks (Existing/New) According to Eurocodes & PTV869 valid for Possible validation using FEA 18 joseph.marra@gdtech.eu/0032479430459 3. Adaptation to Site Conditions Maximum loads Forces from real crash-test (from anchoring bolts)A Forces from EN1317 crash simulationB Max. forces (analytical calculations at rupture) Max. forces (dynamic simulations at rupture)D C
  • 19. Falling Load Acoustical Walls Anti-suicide Walls Pedestrian Protection Steps & Expansion joints 19 ROAD RESTRAINT SYSTEMS joseph.marra@gdtech.eu/0032479430459 3. Adaptation to Site Conditions
  • 20. New methodology to check & adapt safety barriers to different soils ROAD RESTRAINT SYSTEMS • Soil influence 20 Hard Medium Soft joseph.marra@gdtech.eu/0032479430459 3. Adaptation to Site Conditions
  • 21. ROAD RESTRAINT SYSTEMS • Simulation reports valid for NF Certification or equivalent • Possibility for GDTech to review customer’s simulation • Transition between systems 21 joseph.marra@gdtech.eu/0032479430459 3. Adaptation to Site Conditions
  • 22. ROAD RESTRAINT SYSTEMS 22 joseph.marra@gdtech.eu/0032479430459 3. Adaptation to Site Conditions • Motorcyclist protection test & influence for vehicles
  • 23. ROAD RESTRAINT SYSTEMS • Vehicle mass/shape increased/modified Tested 38 Tons H4b CE Tank trailer Coil trailer 60 Tons 23 joseph.marra@gdtech.eu/0032479430459 3. Adaptation to Site Conditions
  • 24. ROAD RESTRAINT SYSTEMS • Other situations Risks Curves Impact on bridge pile Possibility to investigate & solve many roadside real problems. Added objects WiringAnti Dazzle 24 Steps joseph.marra@gdtech.eu/0032479430459 3. Adaptation to Site Conditions
  • 25. ROAD RESTRAINT SYSTEMS • Passive safe posts inside the W: Compliant EN12767 Passive safe post inside Working Width (W) 25 Compliant EN1317 [N2-W5] W1 W2 • Speed to get W1 when only N2 W2 are available: joseph.marra@gdtech.eu/0032479430459 3. Adaptation to Site Conditions
  • 28. ROAD RESTRAINT SYSTEMS • Customized program in collaboration with local players Workshop on Vehicle Restraint Systems (VRS) ▪ International Standards and focus on European ones and updates ▪ From perspective to performance standards: national examples ▪ Performance standard for safer and more economical products: - Longitudinal barriers - Crashworthy terminals - Crash cushions - Motorcyclists and VRS - Energy absorbing poles ▪ Answers to specific situations: - Safety barriers in curves - Transitions - Soil influence & cliffs - Bridge safety barriers - Special zones protections ▪ National regulations on uncovered requirements by EN 1317 ▪ Regulations on installation & repair: national examples B Workshop on local problematics on VRS ▪ To be discussed C Workshop on Work Zones Safety ▪ Regulations on lateral protection: national examples ▪ Truck mounted attenuators & truck lateral protection ▪ Traffic management for work zones D Workshop on Traffic Management & Accidents ▪ Traffic management ▪ Accident reconstructions     0,5 day 0,5 day 0,5 day 1,5 dayA 28 joseph.marra@gdtech.eu/0032479430459 5. Training Sessions
  • 29. BRIDGE BARRIER UPGRADING 2 New EN13171 Mandatory to use CE crash-tested barriers on bridges 29 joseph.marra@gdtech.eu/0032479430459 • Upgrade your current barriers to fit with EN1317 • Choose one existing and already tested safety barriers and develop an effective anchoring solution How to Collaborate?
  • 30. POLES [LIGHTING & SIGNS] 2 Safety Road signs support1 Light Poles EN12767, NCHRP350, MASH or equivalent 30 joseph.marra@gdtech.eu/0032479430459
  • 31. 3 Simulation for certification of families of product POLES [LIGHTING & SIGNS] Lowestheight Intermediateheight Hightheight Light vehicle Real crash Simulation* Heavy vehicle Real crash * Using models that are proved to reproduce the real crash tests 4 Calculation according to Static loads (section capacities, wind loads …) The analytical calculation is ok for simple models For Signalization: EN 12899: Fixed, vertical road traffic signs EN12899-1 refers to the Eurocode EN1993-1-1 For Lighting: EN 40-3-1: Specification for characteristic loads EN 40-3-3: Verification by calculation But it’s very difficult for complex models 31 NUMERICAL SIMULATION joseph.marra@gdtech.eu/0032479430459
  • 32. 5 Plate Anchorage Concrete Soil Soil Concrete Bank soil Crash-test Anchoring Real Anchoring POLES [LIGHTING & SIGNS] 32 Different concrete masses Particular installation conditions (Anchoring …) • Influence of boundary conditions Special anchoring Soil joseph.marra@gdtech.eu/0032479430459
  • 33. SECURITY PRODUCTS Certification Crash test (new products) Simulation (modified products) Adaptation production Installation aesthetic reasons … New Product Development Calculation prior crash test 33 PAS 68 PAS 69 ASTM F2656 CWA 16221 IWA 14 joseph.marra@gdtech.eu/0032479430459
  • 34. SECURITY PRODUCTS PAS 68 or equivalent1 34 PAS 68 PAS 69 ASTM F2656 CWA 16221 IWA 14 joseph.marra@gdtech.eu/0032479430459
  • 35. THE SAFETY OF YOUR CIRCUIT Analyze of the trajectories, masses & speeds1 Design of appropriate protection for cars & motorcyclists2 35 joseph.marra@gdtech.eu/0032479430459
  • 36. TAILORED INDUSTRIAL PROTECTIONS Less maintenance costs with adapted solution Low Maintenance1 Low Deformation  ✓ 36 joseph.marra@gdtech.eu/0032479430459
  • 37. Industrial Sites Unloading Dock Protection Walkway Protections 37 TAILORED INDUSTRIAL PROTECTIONS Service Station & Parking joseph.marra@gdtech.eu/0032479430459
  • 38. Protection for falling 38 Logistics • People • Objects TAILORED INDUSTRIAL PROTECTIONS joseph.marra@gdtech.eu/0032479430459 Trailer protections
  • 39. TRAFFIC CALCULATION From Pedestrians …1 • Analysis, optimization and simulation • From huge avenues to details … to vehicles2 39 • Manage crisis scenarios Design emergency exits to guarantee the quickest and safest evacuation of large buildings and events joseph.marra@gdtech.eu/0032479430459
  • 40. 1 EN 1317: RRS European Standard REFERENCE STANDARDS Containment level Acceleration severity index joseph.marra@gdtech.eu/0032479430459 Working Width (W) and Vehicle Intrusion (VI) Classes Levels of normalized working width (m) Levels of normalized vehicle intrusion (m) 1 WN ≤ 0,6 VIN ≤ 0,6 2 WN ≤ 0,8 VIN ≤ 0,8 3 WN ≤ 1,0 VIN ≤ 1,0 4 WN ≤ 1,3 VIN ≤ 1,3 5 WN ≤ 1,7 VIN ≤ 1,7 6 WN ≤ 2,1 VIN ≤ 2,1 7 WN ≤ 2,5 VIN ≤ 2,5 8 WN ≤ 3,5 VIN ≤ 3,5 9 / VIN ≥ 3,5 40
  • 41. 2 NCHRP350 & MASH : RSS US Standard 41 NCHRP350 joseph.marra@gdtech.eu/0032479430459 REFERENCE STANDARDS Test Level Test Designation Impact Conditions Vehicle Nominal Speed (km/h) Nominal Angle ɵ (deg) 1 1-10 1-11 820C 2000P 50 50 20 25 2 2-10 2-11 820C 2000P 70 70 20 25 3 3-10 3-11 820C 2000P 100 100 20 25 4 4-10 4-11 4-12 820C 2000P 8000S 100 100 80 20 25 15 5 5-10 5-11 5-12 820C 2000P 36000V 100 100 80 20 25 15 6 6-10 6-11 6-1 820C 2000P 36000T 100 100 80 20 25 15 MASH Test Level Test Vehicle Designation and Type Test Conditions Speed mph (km/h) Angle (deg.) 1 1100C (Passenger Car) 2270P (Pickup Truck) 31 (50.0) 31 (50.0) 25 25 2 1100C (Passenger Car) 2270P (Pickup Truck) 44 (70.0) 44 (70.0) 25 25 3 1100C (Passenger Car) 2270P (Pickup Truck) 62 (100.0) 62 (100.0) 25 25 4 1100C (Passenger Car) 2270P (Pickup Truck) 10000S (Single Unit Truck) 62 (100.0) 62 (100.0) 56 (90.0) 25 25 15 5 1100C (Passenger Car) 2270P (Pickup Truck) 36000V (Tractor-Van Trailer) 62 (100.0) 62 (100.0) 50 (80.0) 25 25 15 6 1100C (Passenger Car) 2270P (Pickup Truck) 36000T (Tractor-Tank Trailer) 62 (100.0) 62 (100.0) 50 (80.0) 25 25 15
  • 42. 3 EN 12767: Passive safety of support structures 42 joseph.marra@gdtech.eu/0032479430459 REFERENCE STANDARDS Peugeot 205 [900kg]
  • 43. 4 PAS 68 / PAS 69: Vehicle security barrier systems joseph.marra@gdtech.eu/0032479430459 REFERENCE STANDARDS 43 Test vehicle classification Test classification kg Test speed km/h Impact angle Car M1 1500 16, 32, 48, 64, 80, 96, 112 0° to 90° in 5 intervals 4x4 pick-up (crew cab design) N1G 2500 16, 32, 48, 64, 80, 96, 112 0° to 90° in 5 intervals Day cab vehicles N1 flat bed (RWD) 3500 16, 32, 48, 64, 80, 96 0° to 90° in 5 intervals N2 2-axle rigid 7500 16, 32, 48, 64 0° to 90° in 5 intervals N3 2-axle rigid 7500 16, 32, 48, 64, 80 0° to 90° in 5 intervals N3 4-axe rigid 30000 16, 32, 48, 64, 80 0° to 90° in 5 intervals ASTM (US) : Vehicle security barrier systems Type oftestvehicle (Kg) ConditionDesignation Nominalminimumtestvelocity(Km/h) KineticEnergy(KJ) Small passengercar( C) 1100 C40 65 180 C50 80 270 C60 100 420 PickUpTruck( P) 2300 PU40 65 380 PU50 80 570 PU60 100 890 Medium-DutyTruck( M) 6800 M30 50 660 M40 65 1110 M50 80 1680 HeavyGoodsVehicle ( H) 29500 H30 50 2850 H40 65 4810 H50 80 7280 5
  • 44. Avenue de l'Expansion, 7 4432 ALLEUR BELGIQUE Site Aéropolis 64510 BORDES FRANCE Technopôle Transalley 180 rue Joseph-Louis Lagrange F-59300 FAMARS Votre contact: joseph.marra@gdtech.eu 00 32 479 43 04 59 Version : 05/09/2018