Top Banner
Truck ride quality - Drivers exposure to transient shock and to daily A(8)-vibration in Sweden, Finland, Norway and Scotland Johan Granlund, CTO Road Technology, Vectura Consulting AB
18

Truck ride quality, HVTT12 Granlund

May 26, 2015

Download

Technology

Johan Granlund

Many truck drivers are exposed to high stress from human whole-body vibration (WBV), thus suffering risk for stress-related heart diseases and for musculoskeletal problems in the neck, shoulders and back. Furthermore they are at high risk of being involved in road crashes. In the ROADEX IV project, sampling has been made of WBV-exposure of truck drivers on 3700 km typical truck transport routes in four EU Northern Periphery areas. The scope was to demonstrate assessment of daily vibration exposure A(8)-value, as well as of spinal compression stress Sed in drivers exposed to transient shock at bumps, and compare results with the Action Value in EU Health & Safety Directive 2002/44/EC. Results from Finland, Scotland and Sweden confirm that the EU Action Value A(8) = 0.5 m/s2 is exceeded. After normalization to all-year-conditions, also data from E6 in northern Norway exceeds the Action Value. Thus hauliers with employees working under conditions similar to the tested are obliged by law to make proper assessment of the risks from high vibration exposure, including elevated crash risk due to lateral buffeting on icy winter roads.
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Page 1: Truck ride quality, HVTT12 Granlund

Truck ride quality - Drivers exposure to transient shock and to

daily A(8)-vibration in Sweden, Finland, Norway and Scotland

Johan Granlund, CTO Road Technology, Vectura Consulting AB

Page 2: Truck ride quality, HVTT12 Granlund

Outline Health and safety aspects on ride vibration.

Disproportionate risk on rural low volume roads.

EU legislation on vibration at work.

Results from ROADEX demonstration projects in Scotland,

Finland, Norway and Sweden:

+ Daily exposure A(8) below the EU Exposure Limit = 1.15 m/s2,

so the trucking is NOT prohibited.

- However, A(8) exceed EU Action Value = 0.5 m/s2, so Action

(medical survey, re-organization, technical measures) is

mandatory.

- Spinal compression stress Sed exceed 0.5 MPa in many

bumpy operations, especially at frozen winter-roads.

Improperly banked curves is a common and very serious risk.

Page 3: Truck ride quality, HVTT12 Granlund

Health and safety aspects

Road Feel

Vibration Driver Response

Driver’s Performance

Vehicle Performance

Accident Potential

Ride Excitation

Roughness

Low Level,

Distributed

Speed InfluenceFrequency

Amplitude

Vehicle has:

• Variable Payload

• Stiff Suspension

• Dry Friction in the Springs

• Flexible Frame

• Multiple Coupled Masses

• Rotating Nonuniform Components

Ride Environment

Multi-Modal Vibration

Dominant Frequencies

1 to 10 Hz

Dominant Amplitudes

up to 2 m/s2

Rattling Control

Instruments and Mirrors

Possible Momentary

”Unseating” of Driver

Driver Response

Physiological Effects

eg. Visual

Cardiovascular

Psychological Effects

eg. Discomfort

Stress

Physical (Biodynamic)

Response – Vibration of

Body Parts and Organs

Pathological Effects

eg. Back Pain

Driver/Vehicle

Performance

Vehicle

- Road Holding

- Component Wear

- Component Failure

Driver

- Visual Acuity

- Reaction Times

- Tracking and other

Motor Tasks

Accidents

Potentially Influenced by

-Prefatigue Vigilance

- Fatige-decreased Vigilance

-Drivers’ Modulation of Steering

and Brake Controls

- Driver Affected by Ailments

- Image Clarity in Mirrors

-”Unseated” Driver by Severe Jolt

- Vehicle Road-Holding

Performance

Severe,

Localized

[Highway Safety Research Institute]

Page 4: Truck ride quality, HVTT12 Granlund

Recent knowledge reviews on

health effects from Whole-Body Vibration • Low Back Pain: Confirmed!

• Sciatica / Herniated discs: Confirmed!

• Arthrosis: More research needed.

• Miscarriage: Regulation implemented, AFS 2007:05.

• Male fertility: Clearly indicated, more research…

• Viscus/Guts: No scientific support.

• Heart: Several findings, more research needed.

• Prostate cancer: Handful studies, more research...

• Motion sickness: Confirmed!

• Performance: Several findings, more research...

• Mortality: Complex findings, more research... Sources: Swedish Work Environment Authority Report 2011:8 and Work & Health (Arbete & Hälsa) Report 2012:46

Page 5: Truck ride quality, HVTT12 Granlund

(Heavy) Vehicles with high CoG are

extra susceptible to lateral forces The crash type where most

truck drivers are injured is

the rollover.

A high C.o.G. makes the

truck prone to improperly

banked outercurves.

Photo: Volvo Trucks

Source: Volvo Trucks crash investigation

Crashes with severely injured truck

drivers / passengers

Truck & trailer rollover statistics:

• Sweden: 650 per year [Länsförsäkringar]

• Finland: > 200 per year [Tie & Liikenne Magazine 11-12/2010]

• Norway: 200 - 250 per year [IF Insurances]

• UK: 500 per year [Knight & Simmons, TRL, @HVTT6]

Left hand

traffic

Right hand

traffic

Page 6: Truck ride quality, HVTT12 Granlund

Disproportional risks

153 % higher risk to die in a vehicle crash in rural Northern

Periphery areas, than in Stockholm, Gothenburg & Malmoe.

NP road crashes take 39 % more lives than the worst

therapeutically treatable “big killer” Diabetes Mellitus.

Of all fatalities at work, 22 % occur in road traffic (Sweden).

Fatal single crashes have 6:1 ratio between outercurves and

innercurves on low volume roads (Sweden).

[Photo: Torbjörn Elverheim]

Page 7: Truck ride quality, HVTT12 Granlund

EU health & safety legislation

2002/44/EC on vibration at work

For truck drivers with exposures exceeding the Action

Value A(8)= 0.5 m/s2 (or intensive shocks):

• Driver must be sent to special health survey.

• Driver must be informed on all risks.

• Hauliers must take technical & organizational actions

to MINIMIZE vibration.

Not proper risk assessment or no action taken?

- Standard fine 100 000 Euro (Sweden).

Supervision of foreign truck companies???

Page 8: Truck ride quality, HVTT12 Granlund

ROADEX IV demonstration projects Reproducing case study from the Beaver Road 331 in Sweden:

1. Measuring truck drivers daily vibration exposure, A(8),

comparing to the Action Value 0.5 m/s2 in 2002/44/EC.

2. Measuring spine compression, Sed, caused by jolts at severe

bumps, comparing to 0.5 MPa stress limit in ISO 2631-5.

Photos: J Granlund & M Risberg

3. Relating truck roll & lateral buffeting to non-uniform road

edge deformation (Rut Bottom Cross Slope Variance).

Page 9: Truck ride quality, HVTT12 Granlund

EU Northern Periphery

demonstration sites

3700 km of measurements in remote areas of Finland,

Norway, Sweden and Scotland.

Page 10: Truck ride quality, HVTT12 Granlund

Demo projects on truck ride quality

Partner Location Transport task

Lapland Hw 21 Pello – Kilpisjarvi.

Raattamaa road. Total 763 km

Grocery/Beer

Highland Local roads at Fort William B8004, B8005.

A82 to Inverness. Total 512 km

Timber haulage

NPRA E6 Fauske - Trondheim. Total 636 km Chilled fish

STA E4, roads 87, 323, 331, 335, 1035 and local

roads in Ramsele forest area.

1417 km during spring thaw (very rough).

450 km reproduced in autumn.

Timber haulage

Page 11: Truck ride quality, HVTT12 Granlund

Measuring truck ride quality

Vibration sampling at 1 kHz per point / axis.

Roll, pitch & yaw at 100 Hz.

Seat vibration filtered as per ISO 2631 standard. For reference: Laser/inertial Profilograph sampling at 16+ kHz per profile.

Page 12: Truck ride quality, HVTT12 Granlund

Repeatability: Three runs at A82

Average values 0.744, 0.734 and 0.745 m/s2.

Standard deviation in arbitrary section: 0.13 m/s2.

Page 13: Truck ride quality, HVTT12 Granlund

With TPCS off at Loch Arkaig dirt road, the cab was shaking so

hard that the measurement computer fell into the floor.

TPCS reduces wheel hop vibration

Photo: J Granlund

Highlands: TPCS on drive and bogie axles.

Sweden: TPCS also the steer axle.

Page 14: Truck ride quality, HVTT12 Granlund

Daily vibration exposure exceeding EU Action Value A(8) = 0.5 m/s2

Pello-Kilpisjarvi route, Hw 21: 0.56 m/s2 (83 km/h)

Raattamaa route, Rd 956/957/21: 0.59 m/s2 (78 km/h)

Loch Arkaig route, Rd B8004/5: 0.77 m/s2 (40 km/h)

S Laggan, A82 TPCS on/off: 0.66 / 0.80 m/s2 (60 km/h)

Inverness route, A82: 0.65 m/s2 (60 km/h)

Fauske–Trondheim route, E6: 0.47 m/s2 (65 km/h)

Unload return, white road, frost? > 0.5 m/s2 expected

Ramsele–Rundvik, frost, TPCS off: 0.91 m/s2 (68 km/h)

Same, TPCS on: 0.86 m/s2 (73 km/h)

Same, autumn (no frost, no TPCS*): 0.66 m/s2 (75 km/h) *At the autumn, TPCS was clogged by balancing powder

Page 15: Truck ride quality, HVTT12 Granlund

Spinal compression stress Sed As per ISO 2631-5 (2004). “Action Value”: 0.5 MPa

Pello-Kilpisjarvi route, Hw 21: 0.38 MPa

Raattamaa route, Rd 956/957/21: 0.45 MPa

Highland routes 0.9 – 1.1 MPa

Fauske–Trondheim route, E6: 0.44 MPa

Ramsele–Rundvik, frost, TPCS off: 1.25 MPa

Same, TPCS on: 1.19 MPa

Same, autumn (no frost, no TPCS): 0.6 MPa

Page 16: Truck ride quality, HVTT12 Granlund

Photos from the EU NP test roads

Photo: A Brekkvassmo Photo: J Granlund

Page 17: Truck ride quality, HVTT12 Granlund

Improperly banked outercurves

Photo: J Granlund

Road data taken by Destia´s Profilograph:

Outercurve exit with adverse camber.

=> High need for side friction, high risk for

loss-of-control crashes (incl rollover).

(-)

(+)

(-)

Page 18: Truck ride quality, HVTT12 Granlund

Summary Ride vibration in the EU NP is a serious health and safety risk.

Rural low volume roads show disproportionally high risks.

EU legislation on vibration and mechanical shocks at work.

Results from ROADEX demonstration projects in Scotland,

Finland, Norway and Sweden:

- A(8) exceed EU Action Value = 0.5 m/s2, so Action (medical

survey, re-organization, technical measures) is mandatory.

- Spinal compression stress Sed exceed 0.5 MPa in many

bumpy operations, especially at frozen winter-roads.

Improperly banked outercurves have a terrible crash-record.

Improper pavement geometry often remains after resurfacing.

Before any resurfacing is allowed, improperly banked curves

should be identified and the cross slope re-designed.