Reconstruction Model of Vehicle Impact Speed in Pedestrian

download Reconstruction Model of Vehicle Impact Speed in Pedestrian

of 6

Transcript of Reconstruction Model of Vehicle Impact Speed in Pedestrian

  • 8/12/2019 Reconstruction Model of Vehicle Impact Speed in Pedestrian

    1/6

    Reconstruction model of vehicle impact speed in pedestrianvehicle accident

    Jun Xu a,*, Yibing Li a, Guangquan Lu b,1, Wei Zhou a

    a State Key Laboratory of Automotive Safety and Energy, Department of Automotive Engineering, Tsinghua University, Beijing 100084, Chinab School of Transportation Science and Engineering, Beihang University, Beijing 100191, China

    a r t i c l e i n f o

    Article history:

    Received 21 May 2008

    Received in revised form

    11 November 2008

    Accepted 12 November 2008

    Available online 27 November 2008

    Keywords:

    Accident reconstruction

    Pedestrianvehicle accident

    Impact speed

    PVB windshield glazing

    Deflection

    a b s t r a c t

    Reconstruction of pedestrianvehicle accident is a worldwide problem. Numerous previous studies have

    been carried out on accidents with vehicular skid marks or definite pedestrian throw distances. However,little could be done if marks or throw distances cannot be obtained in accident reconstruction. This paper

    first describes the physical model of dynamic process of pedestrian head impact on windshield glazing.

    Some simplifications are made to obtain a better and more practical model, including discussing the

    support boundary conditions. Firstly, the paper modeled the relations between pedestrian impact speed

    and deflection of windshield glazing based on the impact dynamics and thin plate theory. Later, the

    relations of vehicle impact speed and deflection are discussed. Therefore, a model of vehicle impact

    speed versus deflection of windshield glazing is developed. The model is then verified by ten real-world

    accident cases to demonstrate its accuracy and reliability. This model provides investigators a new

    method to reconstruct pedestrianvehicle accidents.

    2008 Elsevier Ltd. All rights reserved.

    1. Introduction

    Worldwide significant efforts have been made to improve the

    protection of vulnerable road users against injuries and deaths,

    especially for pedestrians. However, the situation of pedestrian

    safety is still severe and worrying. China has been consistently

    ranked as a country with high percentage of pedestrian fatality

    rates because of its mixed traffic and transportation ways.

    According to the Road Traffic Accident Annual Census Report of

    China[1], more than 89,455 persons died in at least 378,781 acci-

    dent cases in 2006, among which, pedestrian accounted for 26.01%,

    the highest proportion of all traffic fatalities. On the average, in

    China, a pedestrian is injured in every 5 min and one is killed in

    every 17 min. Even in a country where the traffic management is

    comparatively well organized, for example, the US, pedestrian

    safety is also the focus of public safety. In 1999 in the US, there were4907 pedestrian killed, weighting 12% of all traffic fatalities [2].

    While the age and state of health of the pedestrian, the nature of

    the impact and the vehicle shape all affect the outcome of injury,

    the prime factor in injury/fatality risk is the vehicle impact speed

    [35]. Vehicle impact speed is the prior focus of accident

    investigators.

    At the very beginning, the reconstruction model used in vehicle

    speed estimation is based on energy conservation law: first a coef-

    ficient is determined by the pattern of skid mark according to

    previous experience and then the coefficient and the length of skid

    mark are employed to decide the initial velocity at the beginning of

    the mark[68], see Eq.(1)

    vcffiffiffiffiffiffiffiffiffiffi

    2mgsp

    (1)

    wheremis the coefficient of tyre-to-road;s is the length of the skid

    mark; gis the acceleration of gravity; vcrefers to the velocity of

    vehicle.

    However, many pedestrianvehicle accidents are without skid

    marks. As the ABS (Antilock Break System) is widely used nowa-

    days, fewer marks would be left when the vehicle breaks. In

    addition, the road surface under certain weather conditions, such assnow and rain, would have no marks left on it. Aiming to solve this

    problem, a pedestrian throw distance model to estimate the vehicle

    initial impact speed based on kinematics law was developed by

    SchmidtNageld[9]. Several passenger cars with different vehicle

    masses, dimensions and initial impact velocities were tested. The

    following empirical formula was obtained through data fitting:

    X 0:0178mgvc 0:0271v2c=mg (2)where Xis the throwing distance.

    Many authors have done numerous tests to determine the

    coefficients in the throw distance model and made some changes to

    the parameters [1016]. Whats more, along with the model, comes

    * Corresponding author. Tel./fax:86 10 62772721.E-mail addresses: [email protected] (J. Xu), [email protected]

    hua.edu.cn (Y. Li), [email protected] (G. Lu), [email protected] (W.

    Zhou).1 Tel.:86 10 82317350

    Contents lists available atScienceDirect

    International Journal of Impact Engineering

    j o u r n a l h o m e p a g e : w w w . e l s e v i e r . c o m / l o c a t e / i j i m p e n g

    0734-743X/$ see front matter 2008 Elsevier Ltd. All rights reserved.doi:10.1016/j.ijimpeng.2008.11.008

    International Journal of Impact Engineering 36 (2009) 783788

    mailto:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]://www.sciencedirect.com/science/journal/0734743Xhttp://www.elsevier.com/locate/ijimpenghttp://www.elsevier.com/locate/ijimpenghttp://www.sciencedirect.com/science/journal/0734743Xmailto:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]
  • 8/12/2019 Reconstruction Model of Vehicle Impact Speed in Pedestrian

    2/6

    another problem: it is a difficult task to determine the pedestrian

    throwing distance because traces or marks that indicate the contact

    point of vehicle and pedestrian are not easy to acquire in the

    accident scene. Therefore, Braun and Strobl [16,17] used throw

    distance of spinning fragment from windshield and lamp to esti-

    mate the impact velocity of vehicle. Following this work, Xu[8,18

    20]put forward a generalised fragment throw distance model to

    calculate the impact speed of vehicle by employing the dimensions

    of the glass fragment field, based on the kinematics law. According

    to authors accidents investigation experiences, exact values of

    parameters describing the glass fragments are difficult to gain.

    Windshield glazing on modern vehicle consisting of two soda lime

    glass plies adhered by a polymer interlayer. PVB(polyvinyl butyryl),

    a widely used windshield interlayer, has two majoradvantages over

    monolithic glass: energy-absorbing and fragmentglutinosity,

    indicating fewer fragments would spin on the ground. Therefore,

    the above-mentioned methods are limited in investigation and

    reconstruction.

    There are three phases in pedestrianvehicle accidents accord-

    ing to the motion of pedestrian: vehicle bumper first impacts with

    pedestrians leg, defined as contact phase; and then, pedestrians

    head impacts with windshield, engine hood or A-pillar, called

    impact phase; pedestrian slides down onto the ground at last,named as fall-over phase. 237 pedestrianvehicle accidents were

    picked out from National Traffic Accident Database of Tsinghua

    University (NTADTU), among which, head impact on the wind-

    screen accounted for 81.02% of all the vehicle part contacted with

    pedestrian head. It is obvious that windshield of vehicle contains

    much information about accidents.

    In this paper, a proper impact dynamics model is put forward

    describing impact between pedestrian head and windshield. A

    mathematical model characterizing the deflection of the impacted

    point and impact speed of pedestrian head is suggested. After

    combining the two models, a complete reconstruction model of

    vehicle impact speed calculation is developed. Finally, in order to

    demonstrate the validity of the model, ten real-world accidents are

    chosen to compare the results.

    2. Methods

    2.1. Abstract physical model

    As mentioned above, a typical composite PVB windshield

    glazing has two pieces of glass with an interlayer between them.

    When head crashes into the windshield plate, there is a clear

    deflection of the impacted point on the glazing, shown in Fig. 1. The

    deflection is much lager than the thickness of the entire glazing,

    indicating that it is a large deformation problem. Thus, we consider

    there is no slide between the layers for simplicity.

    The shape of windshield glazing can be regarded as rectangle

    and the entire windshield glazing is considered as a composite thin

    plate. The comparative directions of pedestrian motion to that of

    vehicle are of various kinds.To make the problem simply, we ignore

    the prominence on the head, for instance, eyes, noses and ears. In

    other words, the head is treated as a sphere headform.

    Windshield glazing is usually supported by rubber bar made of

    polyurethane, a kind of elastic material. Without the loss of gener-

    ality, in such boundary conditions, one border (y 0) is taken asexample. The equationsdescribing the boundary condition are [21]:

    Vyy0 D

    "v

    3w

    vy32 nv

    3w

    vx2vy

    #y0

    K11wy0 (3)

    Myy0 D

    "v

    2w

    vy2mv

    2w

    vx2

    #y0

    0 (4)

    where Vy is the shear force of unite length, D Eh3=121 m2, EistheYoungs modulus of the plate,his the thickness of the plate,wis

    the deflection of the plate, (x,y) is the displacement of point on the

    plate in the global coordinate, n is thePoissons ration, K11 is the

    spring stiffness of the elastic foundation, My is the rotation momentof unite length.

    Obviously, K11 0 represents free boundary and K11N refersto simply support boundary.

    Then, we conduct finite element analysis (FEA) to show the

    difference in deflection of plate under different boundary condi-

    tions. A rectangular plate made of composite laminated glass

    material is analyzed in FEA method. Fig. 2 shows that there are only

    about 3% differences between two boundary conditions. Due to the

    brittleness of the glass material, the plate cannot bear much

    deflection and bending moment. As a result, the effect of boundary

    conditions on the deflection of plate is much less. For simplicity, we

    consider the support boundary as simply support one.

    Thus, an abstract physical model of impact between pedestrian

    head and windshield glazing is conceived, seeFig. 3.The above typical three-layered windshield glazing is consid-

    ered. tidenotes the thickness of a certain layer. Subscripts gand

    PVB refer to glass and PVB film separately. R is the radius of

    average pedestrian head (impactor/indenter). The head crashed

    into the windshieldglazing with a velocity ofv0. We define the glass

    layer which would contact with the head as inner glass layer, and

    the other glass layer is called outer glass layer.

    Fig. 1. Windshield glazing under the impact of pedestrian head.

    0 2 4 6 8 10-30

    -25

    -20

    -15

    -10

    -5

    0

    Time (ms)

    Centralpointdeflection(

    mm)

    Free support boundary

    Simply support boundary

    Fig. 2. Comparison of central point deflection under free support boundary and simplysupport boundary.

    J. Xu et al. / International Journal of Impact Engineering 36 (2009) 783788784

  • 8/12/2019 Reconstruction Model of Vehicle Impact Speed in Pedestrian

    3/6

  • 8/12/2019 Reconstruction Model of Vehicle Impact Speed in Pedestrian

    4/6

    Kp E2h3w

    ab2 (20)

    where hwis the thickness of the plate anda,bare the lengths of the

    two sides, respectively.

    Substitution of(12)and (20)into(19)yields:

    v0ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

    2

    M

    F2

    ab2

    2E2h3w

    !F3=5

    2

    5

    3pk1k22=3

    16R

    !!!vuut (21)Thus, base on Navier method [28], deflection of windshield

    glazing (rectangular plate) under the impact of pedestrian head is

    expressed as

    wx;y 4Fp

    4E2Iab

    XNm 1

    XNn 1

    sin

    mpx

    a sin

    nph

    bma

    2nb

    22sinmpxa sinnpyb (22)where E2Iis the flexural rigidity of windshield; x, h are the distances

    to the nearest side of windshield; Iis the largest moment of inertia

    of the windshield.

    Therefore, we can obtain:

    F wx;yp4E2Iab

    4PN

    m 1PN

    n 1sin

    mpx

    a sin

    nph

    bma

    2nb

    22sinmpxa sinnpyb(23)

    Substituting(23)into(21), the first half of the entire model that

    describesthe relations between deflectionand head impact velocitycanbe developed. In this case, we caneasilycalculate thepedestrian

    head impact velocity if we obtain the exact measurement.

    2.3.2. Pedestrian head impact speed versus vehicle impact speed

    model

    According to the front-end shape, mini-cars, small, midsize and

    large sedans, sports and specialty vehicles, wagons and SUVs can

    also be grouped together as bonnet-type vehicles [29]. Vehicle

    impact speed is not the same as pedestrian head impact speed for

    bonnet-type vehicles due to the revolution of pedestrian in impact.

    Such vehicles are involved most in pedestrianvehicle accidents.

    There are two phases between vehicle first contact with

    pedestrian and pedestrian head impact with windshield: contact

    phase and impact phase. (seeFig. 5).

    Pedestrian is regarded as a single rigid body with initial

    momentum I; rotation radius Rp. Hence, the momentum of

    pedestrian is

    Fh Ia (23)where F is the contact force; h denotes to the height of contact

    point;a is the angular acceleration of pedestrian.

    During the impact time ti, h and Iare constant. Integration for

    Eq.(23), we get:

    h

    Z ti0

    Fdt IZ ti

    0adt (24)

    Due to the momentum conservation law, we can also obtain:Z ti0

    Fdt mpvp1 0

    (25)

    wherevp1andmpare velocity and mass of pedestrian, respectively.

    And it is also known to all that:

    Z ti0

    adt u1 0 (26)

    whereu1 is the angular velocity of pedestrian.

    Combination of (25) and (26) and substitution into (24)

    yields[12]:

    mpvp1h Iu1 (27)BecauseI mpRp2, the following equation can be acquired [12]:

    vp1h u1R2p (28)

    The vehicle impact speedv0can be expressed as[12]:

    v0 vp1u1h (29)As a result of horizontal momentum conservation, the kinetic

    momentum of the pedestrianvehicle system is[12]:

    mvv0 mpvp1mvu1h vp1

    (30)

    wheremv is the mass of vehicle.

    Fig. 5. Schematic of contact phase and impact phase.

    Windshield dimension

    Location of impact point

    Deflection of windshield

    panel

    Moment of inertia of

    windshield and

    pedestrian

    Young s modulus and

    Poisson s ratio of PVB,

    glass, pedestrian head

    Mass of vehicle

    Mass of pedestrian

    Mass and radius of

    pedestrian head

    Reconstruction

    ModelVelocity of vehicle

    Input Calculation Output

    Fig. 6. Illustration of the brief structure of the model.

    J. Xu et al. / International Journal of Impact Engineering 36 (2009) 783788786

  • 8/12/2019 Reconstruction Model of Vehicle Impact Speed in Pedestrian

    5/6

    Substitute (27) into (28) and then into (30), the pedestrianimpact speedviis [12]:

    v0mvvp1h

    2mvmp

    R2pmvh2

    (31)

    Combination of(21) and (23)and (31)yields:

    v0

    ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi2M

    F2

    ab2

    2E2hw

    F3=5

    25

    3pk1k22=316R

    r mvmp

    R2p mvh2

    mvh2

    (32)

    where

    F wx;yp4E2Iab

    4PN

    m 1PN

    n 1sin

    mpx

    a sin

    nph

    bma

    2nb

    22sinmpxa sinnpyb

    2.4. Model summary

    Lets summarize the model for convenience. The whole model

    can be illustrated asFig. 6. One may not worry about the burden to

    input so many values of different variables. Some of them are of

    constant values.

    3. Results and discussion

    3.1. Determination of parameters in the model

    In real-world accident reconstruction, we are quite easy to

    attain the stature and weight of pedestrian from police investiga-

    tion files. Based on Ref.[32], masses, center of masses, inertias, and

    distance between inertias of every body part can be acquired.

    Parallel axis theorem is employed to calculate the rotation radius

    and inertia of entire pedestrian. PVB material properties in wind-

    shield glazing are almost the same, in accident reconstruction, then

    we consider nPVB const 0.49for simplicity. The parameters ofPVB and glass are determined in Table 1.

    3.2. Real-world accidents for comparison

    Because the exact impact velocity cannot be obtained in real-

    world traffic accidents, we had to choose the real-world pedes-

    trianvehicle accidents with skid marks and consider speed calcu-

    lated by skid marks is the exact one. We picked up ten real-world

    accidents from NTADTU which have both skid marks and wind-

    shield deflection. Results after comparison are listed asTable 2.

    3.3. Results discussion

    First of all, the differences, among which the maximum value is

    10.78% and average value is 7.56%, showing us that this newly

    developedmodel is accurate and reliable enough for us to employ itin pedestrianvehicle accidents without skid marks or pedestrian

    throw distances. Using this model to further verify the results of

    accidents reconstruction are able to enhance the accuracy and reli-

    ability of the reconstruction results. This model provides us a new

    and convenient method to investigate pedestrianvehicle accidents.

    Secondly, ten speed values computed from the model are a little

    bit smaller than the exact speed values. One reason is that the

    simplicity of the supporting boundary is responsible for it. Exact

    deflection is larger than the deflection occurred with simply sup-

    ported boundary plate,leading theresultsof modelsmaller. It canbe

    concluded safely thatif moreexactelastic conditionis employed, the

    results wouldbe better. Another reasonis that in relative highspeed

    30 40 50 60 70 804

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    Speed (km/h)

    Differenc

    e(%)

    Fig. 7. Differences increase if the vehicle impact speed increases.

    Table 1

    Parameters used in both constitutive relations and finite element analysis.

    Components Parameters and values

    Headform [23] E 6.5 GPa,r 1412 kg/m3,n 0.22Glass[30] E 74 GPa,r 2500 kg/m3,n 0.25,tg 2 mmPVB film[31] K 20 GPa,r 1100 kg/m3,tp 0.76 mmWindshield dimension Panel dimensions (a b): 1320 mm 630 mm

    Table 2Comparison of exact speed with speed calculated from the model.

    Case I Case II Case III Case IV Case V Case VI Case VII Case VIII Case IX Case X

    Length of skid mark (m) 11.23 7.80 9.30 15.40 23.00 8.40 15.30 21.10 19.80 24.00

    Roadtyre adhesion coefficient 0.841 0.790 0.690 0.740 0.862 0.766 0.760 0.812 0.820 0.760

    Deflection of windshield on the

    impacted point (mm)

    37 23 19 42 49 27 41 47 45 48

    Location of impacted point

    (xmm,h mm)

    (145,650) (350, 600) (230, 100) (250,400) (240, 470) (135, 460) (735, 160) (135, 695) (635, 395) (715, 480)

    Dimensions of windshield

    (amm,b mm)

    (1320, 620) (1310, 730) (1350, 730) (1280, 630) (1200, 680) (1310, 670) (1400, 710) (1350, 660) (1295, 625) (1380, 690)

    Bumper height (mm) 505 495 525 495 505 499 530 512 501 510

    Weight of pedestrian (kg) 46 53 75 65 78 69 79 76 69 74

    Mass of vehicle (kg) 1325 1880 1225 1480 1290 1340 2105 1890 1450 1655

    Stature of pedestrian (cm) 175 168 172 166 173 158 176 173 166 169

    Exact speed (km/h) 48.98 39.56 40.37 53.80 70.97 40.42 54.34 65.97 64.22 68.07

    Result of the model (km/h) 45.94 37.42 38.18 50.20 63.72 37.31 51.29 60.99 57.81 60.73

    Difference (%) 6.20 5.40 5.42 6.70 10.22 7.69 5.61 7.55 9.98 10.78

    J. Xu et al. / International Journal of Impact Engineering 36 (2009) 783788 787

  • 8/12/2019 Reconstruction Model of Vehicle Impact Speed in Pedestrian

    6/6

    accidentswindshield is broken because of largedeformation in most

    cases. Measurements of deflection cannot be accurate enough,

    usually smaller than the exact measurements.Therefore, the results

    would be smaller in some extent. Moreover, the effective mass of

    head wouldincrease a lotif pedestrian is impactedby vehicle in high

    speed and then rotated a lot. To conclude, this model may not be

    suitable to reconstruct high speed pedestrianvehicle accident.

    Thirdly, this model excludes the consideration for curvature and

    thickness of thewindshield as well as the windshield angle. In most

    cases,curvature in windshield is small so we treat thewindshield as

    a plate, not a shell. Most of the windshields on modern passenger

    vehicles have the same thickness according to the automotive

    industrial standard. Actually, the windshield angle may vary from

    one vehicle to another. Thus, the impact speed of the pedestrian

    head would decrease slightly according to the exact angle, affecting

    the accuracy of the model.

    In addition, the comparison results show that with the speed

    increasing, the differences increase. Fig. 7shows that the relation

    between the speed anddifference may be: speed differencea. Thisrelation suggests that this vehicle impact speed reconstruction

    model might not be suitable for high-speed accidents. Deflection of

    windshield is difficult to measure and difficulty in determining the

    deflection of windshield in high-speed accidents suggesting themodel not suitable for such cases as well.

    Last but not the least, in some cases, not only did the pedestrian

    head impact on the windshield glazing, but also the shoulder of

    pedestrian impacted on the glazing. In the latter scenario, should-

    ers impact on the windshield would add the deflection of wind-

    shield that is hard to distinguish. It is suggested not to employ this

    model under such circumstances.

    4. Conclusion

    In this paper, we first constructed the abstract physical model

    describing dynamic process that the pedestrian head impacts on

    the composite PVB windshield glazing. Some necessary simplifi-

    cations were made. Material model was then chosen. The mostimportant part of the paper is the development of the dynamic

    model of vehicle impact speed versus windshield deflection. Based

    on impact dynamics and rectangular platetheory,the entire process

    of pedestrianvehicle accident excluding the slide down phase was

    discussed. The results of new model showed good agreement with

    those calculated from skid marks considered as exact speed in ten

    real-world accidents. Therefore, a new and reliable method of

    accident reconstruction method is established. However, this new

    model maynot be suitable tocalculate thevehicle impactvelocity in

    high speed collision accident between pedestrian and vehicle as

    mentioned above. In addition, one should check the impact point to

    ensure that it is head notshould impactingon thewindshield before

    using this new calculation method.

    Acknowledgement

    This work is a part of the project titled Road Traffic Accident

    Reconstruction Analysis Platform (No. 20052DGGBJSJ002) in

    support of Police Ministry of Peoples Republic of China and a part

    of the project titled Dynamic response of PVB laminated wind-

    shield subjectedto head impact supported by State Key Laboratory

    of Automotive Safety & Energy, Tsinghua University.

    The authors also thank the anonymous referees useful

    comments and suggestions.

    References

    [1] Traffic management bureau of Police Ministry. Road traffic accident annualcensus report of China. Beijing; 2007.

    [2] Ballesteros MF, DischingerPC, Langenberg P. Pedestrian injuries andvehicle typein Marylan, 19951999. Accident Analysis and Prevention 2004;36(5):7381.

    [3] Walz FH, Hoefliger M, Fehlmann W. Speed limit reduction from 60 to 50 km/hand pedestrian injuries. 27th Stapp Car Crash Conference. Detroit: SAE Inter-national; 1983. p. 3118.

    [4] Howard M, Thomas A, Koch W, Watson J, Hardy R. Validation and applicationof a finite element pedestrian humanoid model for use in pedestrian accidentsimulations. International Research Committee on Biokinetics of ImpactsConference. Lisbon, Portugal: IRCOBI; 2000. p. 10119.

    [5] Wood DP, Simms CK, Walsh DG. Vehiclepedestrian collisions: validated models

    for pedestrian impact and projection. Proceedings of the institution of Mech an-ical Engineers Part D: Journal of Automotive Engineering 2005;219:18395.

    [6] Yibing L. Study on the road traffic accident reconstruct analysis theory. Auto-motive Engineering. Doctoral dissertation, Beijing: Tsinghua University; 2004.

    [7] Han, Brach RM. Impact throw model for vehiclepedestrian collision reconstruc-tion. Proceedings of the Institution of Mechanical Engineers 2002;216(6):44353.

    [8] Xu HG. Automotive accident engineering. Beijing: Peoples Traffic Press; 2004.[9] Schmidt DN. and Nagel DA. Pedestrian impact case study. Proceedings of the

    15th conference association for automobile medicine; 1971.[10] Hill GS. Calculations of vehicle speed from pedestrian throw. Impact 1994 [J.

    Inst. Traffic Accid. Invest.].[11] Severy D. Auto pedestrian impact experiments. Detroit: Society of Automotive

    Engineers; 1963. Paper No 1963-12-0025.[12] Wood D. Impact and movement of pedestrian in frontal collisions with

    vehicles. Proceedings of Institute of Mechanical Engineers, Part D, AutomobileEngineering 1998;202:10110.

    [13] The Institute of Traffic Accident Investigator, Impact results of pedestrian crashtests, The first conference of ITAI. Hull, UK: 1993.

    [14] Fugger T, Randles B, Eubanks J. Comparison of pedestrian accident recon-struction models to experimental test data for wrap trajectories. IMechEConference Transactions 2000(2); 2000.

    [15] Wood DP, Walsh DG. A hybrid model for pedestrian impact and projection.International Journal of Crashworthiness 2002;7(3):285305.

    [16] Braun H. Splitterwurfweiten: eine experimentelle Untersuchung. Der Ver-kehrsunfall 1980;(2):3743 [in German].

    [17] Strobl H. Betrachung zum Thema Steinschlag. Verkehrsunfall und Fahrzeug-technik 1996;(9):1520 [in German].

    [18] Xu HG, Ren Y, Wang LF. Determination on mechanics parameters of collidingon roadway for throwing object of traffic accident. Journal of Highway andTransportation Research and Development 2003;20(2):1004.

    [19] Xu HG, Gao W, Su J, Gao YL, Chen LF. Multi-value problem of collision velocity inmotor vehicleaccident. ChinaJournal of Highwayand Transport1996;9(1):8793.

    [20] Xu HG, Gao YL, Chen LF, Apeil H. China Journal of Highway and Transport1994;7(2):7581.

    [21] Li WL. Vibration analysis of rectangular plates with general elastic boundarysupports. Journal of Sound and Vibration 2004;273(9):61937.

    [22] Dharani LR, Mettu SR, Zhao S, Barbat SD, Chai L. Modelling fracture in lami-

    nated automotive glazing impacted by spherical featureless headform. SAE2003 World Congress. Detroit: SAE International; 2003.[23] Mencik J. Strength and fracture of glass and ceramics. Tokyo: Elsevier Science

    Publishing Company, Inc.; 1992.[24] Zhao S, Dharani LR, Chai L, Barbat SD. Analysis of damage in laminated

    automotive glazing subjected to simulated head impact. Engineering FailureAnalysis 2006;13(4):58297.

    [25] Zukas JA, Nicholas T, Swift HF, Greszczuk LB, Curran DR, editors. Impactdynamics. New York: John Wiley & Sons; 1982. p. 96.

    [26] Sankar BV. Low-velocity impact response and damage in composite materials.Key Engineering Materials 1996;121(122):54982.

    [27] Young WC, Budynas RG. Roarks strainstress formula. Beijing: TsinghuaUniversity Press; 2003.

    [28] Ventsel E, Krauthammer T. Thin plates and shells theory, analysis, and appli-cation. New York: Marcel Dekker, Inc.; 2001.

    [29] Maki T, Kajzer J, Mizuno K, Sekine Y. Comparative analysis of vehiclebicyclistand vehiclepedestrian accidents in Japan. Accident Analysis and Prevention2003;35(6):92740.

    [30] Ruan JS. Impact biomechanics of head injury by mathematical modelling.

    Mechanical Engineering. Detroit: Wayne State University; 1994.[31] Yang J J, Mo J, Shi XY. In: Committee NASGST, editor. Automotive safety glass.

    Beijing, China: China Standard Press; 2003.[32] Cao Q. Manmachine design engineering. Chengdu: Southwest Jiaotong

    University; 1988.

    Jun Xu: Graduate student of Department of Automotive Engineering, TsinghuaUniversity. Research interests: vehicle impact safety, traffic accident reconstructionand driver behavior.

    Yibing Li: Professor of Department of Automotive Engineering, Tsinghua University.Research interests: traffic accident reconstruction and measurement technology.

    Guangquan Lu: Associate professor of School of Transportation Science and Engi-neering, Beihang University, China. Research interests include road traffic safety, driverbehavior, accident reconstruction, and application of computer vision in road trafficsystem.

    Wei Zhou: Master, graduated from Department of Automotive Engineering, TsinghuaUniversity. Research interests: traffic accident reconstruction and simulation.

    J. Xu et al. / International Journal of Impact Engineering 36 (2009) 783788788