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Multibody systems simulation software 93 {a J } 1 J {d IJ } 1 I Fig. 3.14 Inplane constraint element. (This material has been reproduced from the Proceedings of the Institution of Mechanical Engineers, K2 Vol. 213 ‘The modelling and simulation of vehicle handling. Part 1: analysis methods’, M.V. Blundell, page 114, by permission of the Council of the Institution of Mechanical Engineers) force corresponding to this constraint can be represented by a scalar term d . The reaction force on part i can be represented by the vector {a J } 1 d with a moment given by {r I } 1 {a J } 1 d . Applying Newton’s third law again the reaction force on part j can be represented by the vector {a J } 1 d . The moment contribution to part j is given by ({r J } 1 {d IJ } 1 ) {a J } 1 d . Expanding this again using the definition given for {d IJ } 1 in equation (3.38) gives ({R i } 1 {r I } 1 {R j } 1 ) {a J } 1 d . In order to complete the calculation the contribution to the term {Mn C } e in equation (3.36) a transformation of the moments into the co-ordinates of the part Euler-axis frame is needed. For part i this would be achieved using [B i ] T {r I } i [A ij ]{a J } 1 d . For part j this would be achieved using [B j ] T {a J } j [A j1 ]({R i } 1 [A 1i ]{r I } i {R j } 1 ) d . The third basic constraint element constrains a unit vector fixed in one part to remain perpendicular to a unit vector located in another part and is known as the perpendicular constraint. The constraint shown in Figure 3.15 is defined using a unit vector {a J } 1 located at the J marker in part j and a unit vector {a I } 1 located at the I marker belonging to part i. The vector dot (scalar) product is used to enforce perpendicularity as shown in equation (3.41): p {a I } 1 • {a J } 1 0 (3.41) The constraint can be considered to be enforced by equal and opposite moments acting on part i and part j. The constraint does not contribute any forces to the part equations but does include the scalar term p in the formulation of the moments. The moment acting on part i is given by {a I } 1 {a J } 1 p Applying Newton’s third law the moment acting on part j is given by {a I } 1 {a J } 1 p . The moments must be transformed into the co-ordinates of the part Euler-axis frame.

94 Mutibody Systems Approach to Vehicle Dynamics {a J } 1 J Part i {a I } 1 I Part j Fig. 3.15 Perpendicular constraint element. (This material has been reproduced from the Proceedings of the Institution of Mechanical Engineers, K2 Vol. 213 ‘The modelling and simulation of vehicle handling. Part 1: analysis methods’, M.V. Blundell, page 115, by permission of the Council of the Institution of Mechanical Engineers) {z J }1 J {x J } 1 Part j {z i } 1 {x i } 1 I {y J } 1 No relative rotation about this axis Part i {y i } 1 Fig. 3.16 Angular constraint element. (This material has been reproduced from the Proceedings of the Institution of Mechanical Engineers, K2 Vol. 213 ‘The modelling and simulation of vehicle handling. Part 1: analysis methods’, M.V. Blundell, page 115, by permission of the Council of the Institution of Mechanical Engineers) For part i this would be achieved using [B i ] T {a I } i [A ij ]{a J } j p . For part j this would be achieved using [B j ] T {a J } j [A ji ]{a I } i p . The fourth and final basic constraint element is the angular constraint which prevents the relative rotation of two parts about a common axis. The constraint equation is: arctan ({x i } 1 • {y j } 1 /{x i } 1 • {x j } 1 ) 0 (3.42)

94 Mutibody Systems Approach to Vehicle Dynamics<br />

{a J } 1<br />

J<br />

Part i<br />

{a I } 1<br />

I<br />

Part j<br />

Fig. 3.15 Perpendicular constraint element. (This material has been reproduced<br />

from the Proceedings of the Institution of Mechanical Engineers, K2 Vol. 213<br />

‘The modelling and simulation of vehicle handling. Part 1: analysis methods’,<br />

M.V. Blundell, page 115, by permission of the Council of the Institution of<br />

Mechanical Engineers)<br />

{z J }1<br />

J<br />

{x J } 1<br />

Part j<br />

{z i } 1<br />

{x i } 1<br />

I<br />

{y J } 1<br />

No relative rotation<br />

about this axis<br />

Part i<br />

{y i } 1<br />

Fig. 3.16 Angular constraint element. (This material has been reproduced<br />

from the Proceedings of the Institution of Mechanical Engineers, K2 Vol. 213<br />

‘The modelling and simulation of vehicle handling. Part 1: analysis methods’,<br />

M.V. Blundell, page 115, by permission of the Council of the Institution of<br />

Mechanical Engineers)<br />

For part i this would be achieved using [B i ] T {a I } i [A ij ]{a J } j p .<br />

For part j this would be achieved using [B j ] T {a J } j [A ji ]{a I } i p .<br />

The fourth and final basic constraint element is the angular constraint<br />

which prevents the relative rotation of two parts about a common axis. The<br />

constraint equation is:<br />

arctan ({x i } 1 • {y j } 1 /{x i } 1 • {x j } 1 ) 0 (3.42)

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