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    2002 ABAQUS Users Conference 1

    Simulating an Impact Driver with ABAQUS/Explicit

    Viktor Wilhelmy

    Manta Corporation

    1000 Ford Circle

    Milford, OH 45150, USA

    www.iti-oh.com

    [email protected] [email protected]

    Abstract: A battery powered impact driver is capable of driving a 6 screw into a solid piece ofwood, without the need of predrilling, in less than 10 seconds. The impact unit consists of a gear

    drive, spindle, spring, hammer and anvil, to which a tool is connected to drive the screw or bolt.

    The periodic torsional impacting action of the hammer is achieved by a windup and releasemechanism.

    The dynamic interaction between these parts is simulated using ABAQUS/Explicit. With themodel, it is possible to predict the kinematics of the impact mechanism, including torque spike

    characteristics and driving speed. Key characteristics of the model have been validated by tests.

    Thus, analysis leads the design towards finding the most efficient combination of cam lead angle,hammer release clearance, inertias, and other design variables.

    High-speed camera test video clips compare well with simulation animations.

    1. Introductory Remarks

    The current presentation is part of consulting work performed at Manta Corporation. The reader isrequested to understand that due to confidentiality considerations, the extent and level of detail ofdisclosed material must remain limited.

    2. A battery powered impact driver

    The battery operated impact driver is a new type of hand tool for the construction industry andlight mechanical industry (Fig. 1). It has become a highly desirable tool due to its portability andability for continuous usage when alternating between two sets of batteries. Thanks to theimpacting mechanism, it can produce torque impulses ofsufficient magnitude and duration todrive a typical wood screw without the need of pre-drilling. Contrary to a conventional driver, it

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    does not require a high pushing force on the part of the operator to keep the bit engaged whiledriving the screw.

    The key elements of the impact driver lay in the impact unit (Fig. 2). This unit is driven by amotor through a planetary gear and consists of a spindle with a V-grove, a steel ball, a springcompressed between a hammer and a disk at the top of the spindle, an anvil and a stopper (Fig. 3).

    The anvil has a chuck for attaching different drive bits.

    As the planetary gear output spindle rotates at a fairly constant speed, it winds up the spring whenthe hammer is impeded from rotation by the anvil, which feels the resistance of the screw. Thiswindup happens because the steel ball is trapped in the spindle V-groove and simultaneouslypresses against an inverted V-shaped cavity on the inside of the hammer. The hammer rises andgathers momentum, so it eventually clears the top of the anvil. At this point, the spring hasaccumulated a large amount of elastic energy and wants to unwind. The only way for this to occuris by causing the hammer to rotate, as it starts moving down, guided by the ball in the groove. Itwill accelerate forward to maintain position with respect to the spindle, and eventually strike theanvil again as it lowers towards the next impact position. Because of the high velocity and kineticenergy of the hammer upon impact, the anvil will undergo a finite amount of rotation before it

    stops. At this point, the process is repeated and the next impact cycle is initiated.

    In the design of an impact driver, several design variable combinations may have to be consideredto increase operation efficiency. For example, the spring stiffness and preload, hammer/anvilclearance, inertia and mass, V-groove cam lead angle, etc., all affect performance, i.e. drivingspeed.

    The purpose of simulation is to capture the effects of these design parameters and to be able tohelp predict tool efficiency. A simulation model (Fig. 4) is described in detail below. Selectedstages of the operation described in this section can be observed in a series of high-speed cameraframes in Fig. 5, together with equivalent simulation animation frames which will be discussed inlater sections.

    3. Model description

    The anvil and hammer are modeled with solid C3D8R bricks (Figs. 4 and 5). The spindle ismodeled with rigid elements and kept rotating at constant speed. The hammer spring is modeledwith a series of preloaded springs whose upper end rotates with the hammer but is kept restrainedvertically. The steel ball is not modeled explicitly for several reasons. The primary reason is thatthis would require a prohibitive level of detail throughout the model. Preliminary 2D studies havealso suggested potential difficulties in contact stability because of the extremely small mass of thisbody in comparison to hammer and anvil.

    The kinematic constraints imposed between the hammer and spindle by the steel ball riding in theV-groove are instead modeled with constraint equations. This would be straight forward if the

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    bottoming out of the hammer in the V-groove could be neglected. A single constraint equationwould have to reverse its sign in this region, which of course, is not possible. This problem wasaddressed by defining two simultaneous constraint equations, which differed only by theiropposite signs and by governing the vertical motion of two separate parallel penalty springs (Fig.6). The two equations will cause the upper node of each spring to always travel in equal andopposite directions, in dependence of the rotation differences between spindle and hammer.Because the penalty stiffness in compression is zero, only the particular spring that tends to keepthe hammer lifted will actually transmit a force and cause hammer motion. This model alsopermits the ball from departing the roof of the hammer V-cavity, as may physically happen (theball is trapped both ways in the spindle V-groove, but only one way against the hammer cavitytop). Today, connector capabilities are available in ABAQUS/Explicit level 6 version releases.These capabilities might be advantageous in this area, as they have proven to be in our currentwork with other power tool simulations.

    Woodscrew driving tests revealed that, after an initial rise period, the torque-rotationcharacteristics vary only moderately, or remain flat with depth over most of the driving rangeprocess. For design purposes, this study was conducted under the assumption that the thresholdtorque between successive impacts remains constant, using a typical value for the average woodscrew driving application. A threshold torque is that torque which is required to initiate and

    maintain rotation.

    The screw is thus suited for modeling as a nonlinear spring with elastic-plastic characteristics(Fig.7). The elastic characteristics were estimated from screw shank dimensions and the plasticthreshold was set to correspond to test measurement levels. In release 5.8 of ABAQUS/Explicit,no torsional nonlinear spring was available, so a grounded translational spring was coupled to theanvil rotation with the *EQUATION option. In addition, a parallel nonlinear dashpot was defined,in order to match measured torque spike rise and decay characteristics. This dashpot is very weakduring rise, but stronger during the decay phase. Screw/bit backlash were similarly modeled by acombination of nonlinear dashpots and penalty type springs, (Fig. 8). Also, the elastic reboundcharacteristics of the anvil were controlled to match observed decay behavior using Rayleighdamping for that part.

    Friction was considered between the elastic contact surfaces of anvil and hammer. Other energydissipating mechanisms exist, for example, in the hammer spring assembly. These were modeledwith nonlinear dashpots that have different characteristics during rise and descent, to matchobserved behavior approximately. Friction models proved more involved to apply in this area.The potential for connector alternatives for this, as well as for all of the fairly complex mechanismbehaviors described in the preceding paragraphs, will be the subject of future investigations.

    4. Solution stability

    The model was subjected to approximate initial velocity conditions in order to reduce severestartup response effects and to shorten the time to steady state. Energy dissipation mechanisms are

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    present in most parts, helping solution stability and controlling noise. Examples of thesemechanisms, as mentioned above, are the nonlinear dampers in the hammer spring area and thescrew model, Rayleigh damping for the anvil, as well as friction between anvil and hammer.Severe stress pulses created by impact could create some noise in the solid element response ofhammer and anvil. For this reason, an additional parameter was set to control hourglassing tolevels beyond the default.

    Shell and solid elements in most applications undergo a limited amount of rigid body rotation. Forcomputational efficiency, certain second order computations are not performed by default. Inrotating bodies, where elements may be subjected to several revolutions, these effects becomeimportant. In version 5.8 of ABAQUS/Explicit, an undocumented option had to be specified forsecond order effects to be included, as follows:

    *SECTION CONTROLS, NAME=XYZ,2ndorder=yes

    If these controls are not set, accumulative model inaccuracies will be introduced with eachelement rotation. The error is inversely proportional to the number of increments per revolution, soit becomes less severe for small time steps. For version 6.2, the options can be found in thepertinenet documentation.

    5. Selected model results

    In Fig. 5, a sequence of simulation animation frames are compared side by side with the highspeed camera images of the impact unit in operation.

    Fig. 9 shows the effect of the constraint equations and nonlinear springs of the model on thevertical hammer displacement. CE 1 represents the motion the first constraint equation imposes onnode 1 of the first penalty spring (Fig.6). Similarly, CE 2 represents the exact opposite motion,which the second constraint equation imposes on node 2 of the second penalty spring. These arethe two conflicting motions that each constraint equation would impose to the hammer if theywere driving it directly. But the penalty springs are in between. The penalty springs can exert aforce only upon positive relative displacement. For this reason, most of the time, equation CE1and its associated penalty spring are in control. Only if the displacement governed by this equation

    becomes negative, the spring controlled by CE2 steers the hammer motion, since the displacementgoverned by it becomes positive. Thus, the hammer bottoms out and is always kept in the positivedisplacement domain. This is also shown in more detail in Fig. 10.

    Note that the steel ball is allowed to descend away from the inverted V-surface inside the hammercavity. The behavior is indeed replicated computationally by the tension-only penalty springs,which tie hammer motion with the motion imposed by the constraint equations effectively only inone direction. The effect of the stopper, which limits hammer vertical upward travel, is alsoshown.

    Fig. 11 shows typical rotational velocities for hammer and anvil before and after an impact. It canbe observed that the hammer gathers speed steadily, until reaching a maximum upon impact,

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    7. Conclusions

    Some simplifications were made in modeling the behavior of the power tool. The torque spike andhammer velocity characteristics nevertheless came remarkably close to measured behavior, but itmust be made clear that driving speed prediction precision can still be improved, especially inabsolute terms. In relative terms, the simulation is very useful for predicting which design change

    is expected to be the more favorable regarding performance.

    The improvement of model accuracy will be the subject of future activities. Model expansions caninclude interaction with the motor and may also include the tool body, for evaluation of the effectsof vibration on human response, or feel.

    In the product development environment, the modeling of product performance and efficiency isan interesting application extension of advanced FEA analysis tools such as ABAQUS/Explicit.The benefit is that a consistent model can be used for this purpose as it is for the other, moretraditional objectives of stress and vibration evaluation that are also part of the developmentprocess. This stands in contrast to conventional practice of applying an array of unrelatedindividual tools and is a step forward in the Analysis Leads Design (ALD) product development

    approach.

    8. Acknowledgements

    Without Manta Corporations client product knowledge and expertise, in particular in theperformance of advanced and accurate test work, this project would not have been possible. Theirhelp and cooperation and their funding of this effort is duly acknowledged. The technologydeveloped in this team environment is shared by all of its members.

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    Figure 1. CAD model of a battery powered impact driver

    Figure 2. Impact unit and key elements

    Impact unit

    Battery

    Motor

    Anvil

    Hammer

    Motor Shaft

    PlanetaryGear

    Stopper

    Chuck

    Spring

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    (1)Cycle start.

    Hammer against anvilcauses rotating spindleto wind up the spring

    (2)Hammer rise

    (3)Hammer clears anvil

    Figure 5. High speed camera frames comparing various stages of the impactmechanism operation with simulation

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    (4)Hammer starts descent

    and accelerates,moving to next impact

    position

    (5)Hammer impacts anviland initiates anvil

    rotation

    (6)

    Anvil rotation iscompleted

    Hammer reacheslowest position and a

    new cycle is started

    Figure 5 (Continuation). High speed camera frames comparing various stages ofthe impact mechanism operation with simulation

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    Figure 6. Penalty springs and constraint equations to characterize spindle andhammer interaction

    Figure 7. Translational elastic-plasticspring representing main screw

    characteristics

    Figure 8. Additional elements tocharacterize screw behavior, such asbacklash and torque spike rise and

    decay

    Uzn

    = vertical displacement, node n

    = hammer rotation

    S

    = spindle rotation

    = cam lead angle

    Kball

    = steel ball stiffness

    Kball C

    ball

    100 * Kball

    1

    2100 * K

    ball

    0

    Kball C

    ball

    100 * Kball

    1

    2100 * K

    ball

    0

    tan)(1 SHz

    u =

    tan)(2 SHz

    u =

    Constraint equation 1 (CE1):

    Constraint equation 2 (CE2):Force

    Relative displacement

    Centerline

    Hammer

    Uzn

    = vertical displacement, node n

    = hammer rotation

    S

    = spindle rotation

    = cam lead angle

    Kball

    = steel ball stiffness

    Kball C

    ball

    100 * Kball

    1

    2100 * K

    ball

    0

    Kball C

    ball

    100 * Kball

    1

    2100 * K

    ball

    0

    tan)(1 SHz

    u =

    tan)(2 SHz

    u =

    Constraint equation 1 (CE1):

    Constraint equation 2 (CE2):Force

    Relative displacement

    Centerline

    Hammer

    Screw Bit backlash

    Springs

    Dashpots

    Screw Bit backlash

    Springs

    Dashpots

    Threshold

    *EQUATION

    Relates Spring Extension with Anvil

    Rotation

    Threshold

    *EQUATION

    Relates Spring Extension with Anvil

    Rotation

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    Figure 9. Effect of constraint equations and penalty springs on hammer vertical

    displacement

    Figure 10. Detail of hammer vertical displacement

    CE2

    See detail area below

    CE1

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0 0 0 0 0

    Time, [s]

    VerticalDisplacement,[mm]

    Hammer

    Zero penalty force region

    CE2

    See detail area below

    CE1

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0 0 0 0 0

    Time, [s]

    VerticalDisplacement,[mm]

    Hammer

    Zero penalty force region

    0

    0

    0

    0

    0

    0

    Time, [s]

    VerticalD

    isplacement,[mm]

    Hit stopper

    CE2

    CE1

    Bottoming out

    Hammer

    Zero penalty force region

    0

    0

    0

    0

    0

    0

    Time, [s]

    VerticalD

    isplacement,[mm]

    Hit stopper

    CE2

    CE1

    Bottoming out

    Hammer

    Zero penalty force region

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    Figure 11. Hammer and anvil velocity before and after impact

    Figure 12. Hammer rotational velocity comparison of analysis versus test

    -200

    -100

    0

    100

    200

    300

    400

    500

    600

    0 0 0 0 0 0

    Time, [s]

    RotationalVelocity,

    [rad/s]

    Hammer

    Anvil

    -200

    -100

    0

    100

    200

    300

    400

    500

    600

    0 0 0 0 0 0

    Time, [s]

    RotationalVelocity,

    [rad/s]

    Hammer

    Anvil

    Test

    -200

    -100

    0

    100

    200

    300

    400

    500

    600

    0 0 0 0 0 0 0

    Time, [s]

    Rotatio

    nalvelocity,

    [rad/s]

    Analysis

    Test

    -200

    -100

    0

    100

    200

    300

    400

    500

    600

    0 0 0 0 0 0 0

    Time, [s]

    Rotatio

    nalvelocity,

    [rad/s]

    Analysis

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    Figure 13. Screw torque pulse comparison of analysis versus test

    Figure 14. Screw torque signal versus time

    -1

    -1

    0

    1

    1

    2

    2

    3

    3

    4

    4

    0 0.02 0.04 0.06 0.08 0.1 0.12

    Time, [s]

    T

    orque,

    [Nm]

    -1

    0

    1

    2

    3

    4

    0 0

    Time, [s]

    Torque,

    [Nm

    ]

    Test

    Analysis II

    Analysis I

    -1

    0

    1

    2

    3

    4

    0 0

    Time, [s]

    Torque,

    [Nm

    ]

    Test

    Analysis II

    Analysis I

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