SKIDSAFE

Enhanced Driver Safety due to Improved Skid Resistance

 Coordinatore TECHNISCHE UNIVERSITEIT DELFT 

 Organization address address: Stevinweg 1
city: DELFT
postcode: 2628 CN

contact info
Titolo: Mr.
Nome: Maarten
Cognome: De Groot
Email: send email
Telefono: 31152781172
Fax: 31152787092

 Nazionalità Coordinatore Netherlands [NL]
 Totale costo 4˙880˙918 €
 EC contributo 3˙267˙000 €
 Programma FP7-TRANSPORT
Specific Programme "Cooperation": Transport (including Aeronautics)
 Code Call FP7-SST-2008-RTD-1
 Funding Scheme CP-FP
 Anno di inizio 2009
 Periodo (anno-mese-giorno) 2009-11-01   -   2013-10-31

 Partecipanti

# participant  country  role  EC contrib. [€] 
1    TECHNISCHE UNIVERSITEIT DELFT

 Organization address address: Stevinweg 1
city: DELFT
postcode: 2628 CN

contact info
Titolo: Mr.
Nome: Maarten
Cognome: De Groot
Email: send email
Telefono: 31152781172
Fax: 31152787092

NL (DELFT) coordinator 1˙007˙644.00
2    INSTITUT FRANCAIS DES SCIENCES ET TECHNOLOGIES DES TRANSPORTS, DE L'AMENAGEMENT ET DES RESEAUX

 Organization address address: CITE DESCARTES - BOULEVARD ISAAC NEWTON - CHAMPS SUR MARNE 14 -20
city: MARNE LA VALLEE
postcode: 77447

contact info
Titolo: Dr.
Nome: Malal
Cognome: Kane
Email: send email
Telefono: 33240845839
Fax: 33240845992

FR (MARNE LA VALLEE) participant 898˙199.00
3    Ooms Nederland Holding BV

 Organization address address: Scharwoude 9
city: Avenhorn
postcode: 1633 ZG

contact info
Nome: Stefan
Cognome: Verkade
Email: send email
Telefono: +31 229 547757
Fax: +31 229 547266

NL (Avenhorn) participant 488˙163.00
4    GEOTECNIA Y CIMIENTOS S.A.

 Organization address address: CALLE LOS LLANOS DE JEREZ 10-12
city: MADRID
postcode: 28820

contact info
Titolo: Ms.
Nome: Georgia
Cognome: Mertzelou
Email: send email
Telefono: +30 210 7722033
Fax: +30 210 7724181

ES (MADRID) participant 305˙187.00
5    Aggregate Industries UK Limited

 Organization address address: "Bardon Hall, Copt Oak Road"
city: Markfield
postcode: LE67 9PJ

contact info
Titolo: Mr.
Nome: Jose Antonio
Cognome: Mendez
Email: send email
Telefono: +34 91 660 3040
Fax: +34 91 671 64 60

UK (Markfield) participant 301˙206.00
6    NATIONAL TECHNICAL UNIVERSITY OF ATHENS - NTUA

 Organization address address: HEROON POLYTECHNIOU 9 ZOGRAPHOU CAMPUS
city: ATHINA
postcode: 15780

contact info
Titolo: Ms.
Nome: Georgia
Cognome: Mertzelou
Email: send email
Telefono: +30 210 7722033
Fax: +30 210 7724181

EL (ATHINA) participant 266˙601.00

Mappa


 Word cloud

Esplora la "nuvola delle parole (Word Cloud) per avere un'idea di massima del progetto.

basis    rolling    tyres    tools    mechanical    road    micro    skid    mix    friction    dry    tests    skidsafe    driving    wear    loss    accidents    wet    magnitude    limits    speed    degradation    contact    safety    algorithm    surfaces    interaction    influence    pavements    safe    pavement    tyre    asphalt    surface    resistance    water    simulations    hydroplaning   

 Obiettivo del progetto (Objective)

'A good skid resistance of the pavement surface is of essence for road safety. Loss of skid resistance can have dramatic material and loss of life consequences. The problem is aggravated further in the presence of water, due to the phenomenon of hydroplaning. In this project the micro-mechanical factors controlling skid resistance at the tyre-pavement interface in asphalt concrete pavements shall be identified and related to asphalt mix characteristics on the basis of experimental evidence and computational studies. In the first phase of the project, the skid resistance characteristics of various combinations of dry pavement surfaces and tyre types shall be evaluated experimentally. The tests shall provide the information necessary for micro-mechanical finite element simulations of tyre-pavement interaction. A state of the art 3D rolling contact algorithm, accurate representation of the tyre characteristics and the surface morphology shall be utilised. On the basis of the simulations, the parameters controlling the magnitude and the degradation of skid resistance in dry pavements shall be identified. These parameters shall be used as input for wet pavement analyses in the second phase of the project in which focus shall be placed on the detrimental influence of water on skid resistance. The rolling contact algorithm shall be extended by a hydrodynamic component to enable simulation of hydroplaning. On the basis of these simulations, the influence of water on the parameters controlling the magnitude and the degradation of skid resistance in wet pavements shall be identified. In particular, the influence of progressive pavement surface unevenness shall be investigated. Design tools will be produced for the evaluation of the critical asphalt mix parameters on the dry and wet skid resistance degradation as a function of tire type and driving speed. These can be used by road authorities to decide for the choice of safe driving speed limits.'

Introduzione (Teaser)

Road slipperiness contributes to car accidents and fatalities. An EU initiative set out to design novel tools and techniques to measure and ultimately prevent the loss of skid resistance.

Descrizione progetto (Article)

Water can have a major effect on road surface friction, and its impact on the traction produced by tyres can result in dangerous driving conditions. Existing methods and devices that measure the skid resistance of road surfaces are limited in scope and do not account for the different elements that influence tyre and road friction.

The EU-funded 'Enhanced driver safety due to improved skid resistance' (http://www.skidsafe.org (SKIDSAFE)) project looked at how the pavement and the tyre interact. This helped to create tools that predict the cumulative loss of skid resistance in relation to the wear of the pavement.

To explore the interaction between the pavement and the tyre, the project team designed and manufactured a device that carries out tests on different dry pavement surfaces and tyres. Advanced tyre models and algorithms were used to reproduce scenarios that help cause friction and wear between the surface and the tyre.

The simulations led to the identification of factors that influence the extent and the deterioration of skid resistance on dry pavements. These factors were then used to examine the negative impacts of wet pavements. A test vehicle was used to demonstrate skidding due to wet road surfaces.

Based on the findings, three pavement skid-resistance management tools were developed.

By introducing innovative pavement management solutions to measure the skid resistance of road surfaces, SKIDSAFE should reduce traffic accidents while helping authorities to determine safe speed limits.

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