Question 3.CS.4A: Bicycle Brake Arm Loading Analysis Problem: Determine the fo...

Bicycle Brake Arm Loading Analysis

Problem:    Determine the forces acting in three dimensions on the bicycle brake arm in its actuated position as shown in Figure 3-9. This brake arm has been failing in service and may need to be redesigned.

Given:    The existing brake arm geometry is known and the arm is acted on by a cable force of 1 046 N in the position shown. (See also Case Study 1A.)

Assumptions:    The accelerations are negligible. A Class 1 load model is appropriate and a static analysis is acceptable. The coefficient of friction between the brake pad and wheel rim has been measured and is 0.45 at room temperature and 0.40 at 150°F.

F3-9
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See Figures 3-9 and 3-10, and Table 3-5.

1    Figure 3-9 shows a center-pull brake arm assembly commonly used on bicycles. It consists of six elements or subassemblies, the frame and its pivot pins (1), the two brake arms (2 and 4), the cable spreader assembly (3), the brake pads (5), and the wheel rim (6). This is clearly a three-dimensional device and must be analyzed as such.

2    The cable is the same one that is attached to the brake lever in Figure 3-1. The 267-N (60-lb) hand force is multiplied by the mechanical advantage of the hand lever and transmitted via this cable to the pair of brake arms as was calculated in Case Study 1A. We will assume no loss of force in the cable guides, thus the full 1 046-N (235-lb) cable force is available at this end.

3    The direction of the normal force between the brake pad and the wheel rim is shown in Figure 3-9 to be at θ = 172° with respect to the positive xx axis, and the friction force is directed along the zz axis. (See Figures 3-9 and 3-10 for the xyzxyz axis orientations.)

4    Figure 3-10 shows free-body diagrams of the arm, frame, and cable spreader assembly. We are principally interested in the forces acting on the brake arm. However, we first need to analyze the effect of the cable spreader geometry on the force applied to the arm at AA. This analysis can be two dimensional if we ignore the small zz-offset between the two arms for simplicity. A more accurate analysis would require that the zz-directed components of the cable-spreader forces acting on the arms be included. Note that the cable subassembly (3) is a concurrent force system. Writing equations 3.3b in two dimensions for this subassembly, and noting the symmetry about point A, we can write from inspection of the FBD:

Fx=0Fy=0Mz=0 \sum F_x=0 \quad \sum F_y=0 \quad \sum M_z=0        (3.3b)

Fx=F23x+F43x=0Fy=F23y+F43y+Fcable =0 \begin{array}{l} \sum F_x=F_{23 x}+F_{43 x}=0 \\ \sum F_y=F_{23 y}+F_{43 y}+F_{\text {cable }}=0 \end{array}        (a)

This equation set can be easily solved to yield

F23y=F43y=Fcable 2=10462=523 NF23x=F23ytan(56)=5231.483=353 NF43x=F23x=353 N \begin{array}{l} F_{23 y}=F_{43 y}=-\frac{F_{\text {cable }}}{2}=-\frac{1046}{2}=-523  N \\ F_{23 x}=\frac{F_{23 y}}{\tan \left(56^{\circ}\right)}=\frac{-523}{1.483}=-353  N \\ F_{43 x}=-F_{23 x}=353  N \end{array}       (b)

Newton’s third law relates these forces to their reactions on the brake arm at point AA:

F32x=F23x=353 NF32y=F23y=523 NF32z=0 \begin{array}{l} F_{32 x}=-F_{23 x}=353  N \\ F_{32 y}=-F_{23 y}=523  N \\ F_{32 z}=0 \end{array}         (c)

5    We can now write equations 3.3a for the arm (link 2).

Fx=0Fy=0Fz=0Mx=0My=0Mz=0 \begin{array}{lll} \sum F_x=0 & \sum F_y=0 & \sum F_z=0 \\ \sum M_x=0 & \sum M_y=0 & \sum M_z=0 \end{array}       (3.3a)

For the forces:

Fx=F12x+F32x+F52x=0;F12x+F52x=353Fy=F12y+F32y+F52y=0;F12y+F52y=523Fz=F12z+F32z+F52z=0;F12z+F52z=0 \begin{array}{l} \sum F_x=F_{12 x}+F_{32 x}+F_{52 x}=0 ; \quad F_{12 x}+F_{52 x}=-353\\ \sum F_y=F_{12 y}+F_{32 y}+F_{52 y}=0 ; \quad F_{12 y}+F_{52 y}=-523\\ \sum F_z=F_{12 z}+F_{32 z}+F_{52 z}=0 ; \quad F_{12 z}+F_{52 z}=0 \end{array}       (d)

For the moments:

Mx=M12x+(R12yF12zR12zF12y)+(R32yF32zR32zF32y)+(R52yF52zR52zF52y)=0My=M12y+(R12zF12xR12xF12z)+(R32zF32xR32xF32z)+(R52zF52xR52xF52z)=0Mz=(R12xF12yR12yF12x)+(R32xF32yR32yF32x)+(R52xF52yR52yF52x)=0 \begin{aligned} \sum M_x=M_{12 x}+\left(R_{12 y} F_{12 z}-R_{12 z} F_{12 y}\right) &+\left(R_{32 y} F_{32 z}-R_{32 z} F_{32 y}\right) \\ &+\left(R_{52 y} F_{52 z}-R_{52 z} F_{52 y}\right)=0 \end{aligned} \\ \begin{aligned} \sum M_y=M_{12 y}+\left(R_{12 z} F_{12 x}-R_{12 x} F_{12 z}\right) &+\left(R_{32 z} F_{32 x}-R_{32 x} F_{32 z}\right) \\ &+\left(R_{52 z} F_{52 x}-R_{52 x} F_{52 z}\right)=0 \end{aligned} \\ \begin{aligned} \sum M_z=\left(R_{12 x} F_{12 y}-R_{12 y} F_{12 x}\right)+\left(R_{32 x} F_{32 y}-R_{32 y} F_{32 x}\right) \\ &+\left(R_{52 x} F_{52 y}-R_{52 y} F_{52 x}\right)=0 \end{aligned}         (e)

Note that all unknown forces and moments are initially assumed positive in the equations, regardless of their apparent directions on the FBDs. The moments M12xM_{12x} and M12yM_{12y} are due to the fact that there is a moment joint between the arm (2) and the pivot pin (1) about the xx and yy axes. We assume negligible friction about the zz axis, thus allowing M12zM_{12z} to be zero.

6    The joint between the brake pad (5) and the wheel rim (6) transmits a force normal to the plane of contact. The friction force magnitude, FfF_{f}, in the contact plane is related to the normal force by the Coulomb friction equation,

Ff=μN F_f=\mu N       (f)

where μ is the coefficient of friction and NN is the normal force. The velocity of the point on the rim below the center of the brake pad is in the zz direction. The force components F52xF_{52x} and F52yF_{52y} are due entirely to the normal force being transmitted through the pad to the arm and are therefore related by Newton’s third law.

F52x=Nx=N cosθ=N cos172=0.990 NF52y=Ny=N sinθ=N sin172=0.139 N \begin{array}{l} F_{52 x}=-N_x=-N  \cos \theta=-N  \cos 172^{\circ}=0.990  N \\ F_{52 y}=-N_y=-N  \sin \theta=-N  \sin 172^{\circ}=-0.139  N \end{array}       (g)

The direction of the friction force FfF_{f} must always oppose motion and thus it acts in the negative zz direction on the wheel rim. Its reaction force on the arm has the opposite sense.

F52z=Ff F_{52 z}=-F_f      (h)

7    We now have 10 equations (in the sets labeled d,e,f,gd, e, f, g, and hh) containing 10 unknowns:

F12x,F12y,F12z,F52x,F52y,F52z,M12x,M12y,N , and Ff . Forces F32x,F32y, and F32z F_{12 x}, F_{12 y}, F_{12 z}, F_{52 x}, F_{52 y}, F_{52 z}, M_{12 x}, M_{12 y}, N  \text {, and } F_f  \text {. Forces } F_{32 x}, F_{32 y} \text {, and } F_{32 z} are known from equations cc. These 10 equations can be solved simultaneously either by matrix reduction or by iterative root-finding methods. First arrange the equations with all unknowns on the left and all known or assumed values on the right.

F12x+F52x=353F12y+F52y=523F12z+F52z=0M12x+R12yF12zR12zF12y+R52yF52zR52zF52y=R32zF32yR32yF32zM12y+R12zF12xR12xF12z+R52zF52xR52xF52z=R32xF32zR32zF32xR12xF12yR12yF12x+R52xF52yR52yF52x=R32yF32xR32xF32yFfμN=0F52x+Ncosθ=0F52y+Nsinθ=0F52z+Ff=0 \begin{aligned} F_{12 x}+F_{52 x} &=-353 \\ F_{12 y}+F_{52 y} &=-523 \\ F_{12 z}+F_{52 z} &=0 \\ M_{12 x}+R_{12 y} F_{12 z}-R_{12 z} F_{12 y}+R_{52 y} F_{52 z}-R_{52 z} F_{52 y} &=R_{32 z} F_{32 y}-R_{32 y} F_{32 z} \\ M_{12 y}+R_{12 z} F_{12 x}-R_{12 x} F_{12 z}+R_{52 z} F_{52 x}-R_{52 x} F_{52 z} &=R_{32 x} F_{32 z}-R_{32 z} F_{32 x} \\ R_{12 x} F_{12 y}-R_{12 y} F_{12 x}+R_{52 x} F_{52 y}-R_{52 y} F_{52 x} &=R_{32 y} F_{32 x}-R_{32 x} F_{32 y} \\ F_f-\mu N &=0 \\ F_{52 x}+N \cos \theta &=0 \\ F_{52 y}+N \sin \theta &=0 \\ F_{52 z}+F_f &=0 \end{aligned}            (i)

8    Substitute the known and assumed values from Table 3-5 part 1:

F12x+F52x=353F12y+F52y=523F12z+F52z=0M12x27.2F12z23.1F12y69.7F52z0F52y=0(523)38.7(0)=0M12y+23.1F12x5.2F12z+0F52x+13F52z=75.4(0)0(353)=05.2F12y+27.2F12x13F52y+69.7F52x=38.7(353)+75.4(523)=53095Ff0.4N=0F52x0.990N=0F52y+0.139N=0F52z+Ff=0 \begin{aligned} F_{12 x}+F_{52 x} &=-353 \\ F_{12 y}+F_{52 y} &=-523 \\ F_{12 z}+F_{52 z} &=0 \\ M_{12 x}-27.2 F_{12 z}-23.1 F_{12 y}-69.7 F_{52 z}-0 F_{52 y} &=0(523)-38.7(0)=0 \\ M_{12 y}+23.1 F_{12 x}-5.2 F_{12 z}+0 F_{52 x}+13 F_{52 z} &=-75.4(0)-0(353)=0 \\ 5.2 F_{12 y}+27.2 F_{12 x}-13 F_{52 y}+69.7 F_{52 x} &=38.7(353)+75.4(523)=53095 \\ F_f-0.4 N &=0 \\ F_{52 x}-0.990 N &=0 \\ F_{52 y}+0.139 N &=0 \\ F_{52 z}+F_f &=0 \end{aligned}           (j)

9    Form the matrices for solution.

[100100000001001000000010010000023.127.20069.7100023.105.20013010027.25.2069.713000000000000010.40001000000.9900000100000.1390000010010]×[F12xF12yF12zF52xF52yF52zM12xM12yFfN]=[353523000530950000] \left[\begin{array}{cccccccccc} 1 & 0 & 0 & 1 & 0 & 0 & 0 & 0 & 0 & 0 \\ 0 & 1 & 0 & 0 & 1 & 0 & 0 & 0 & 0 & 0 \\ 0 & 0 & 1 & 0 & 0 & 1 & 0 & 0 & 0 & 0 \\ 0 & -23.1 & -27.2 & 0 & 0 & -69.7 & 1 & 0 & 0 & 0 \\ 23.1 & 0 & -5.2 & 0 & 0 & 13 & 0 & 1 & 0 & 0 \\ 27.2 & 5.2 & 0 & 69.7 & -13 & 0 & 0 & 0 & 0 & 0 \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 & 0 & 1 & -0.4 \\ 0 & 0 & 0 & 1 & 0 & 0 & 0 & 0 & 0 & -0.990 \\ 0 & 0 & 0 & 0 & 1 & 0 & 0 & 0 & 0 & 0.139 \\ 0 & 0 & 0 & 0 & 0 & 1 & 0 & 0 & 1 & 0 \end{array}\right] \times \left[\begin{array}{c} F_{12 x} \\ F_{12 y} \\ F_{12 z} \\ F_{52 x} \\ F_{52 y} \\ F_{52 z} \\ M_{12 x} \\ M_{12 y} \\ F_f \\ N \end{array}\right]=\left[\begin{array}{c} -353 \\ -523 \\ 0 \\ 0 \\ 0 \\ 53095 \\ 0 \\ 0 \\ 0 \\ 0 \end{array}\right]          (k)

10    Table 3-5 part 2 shows the solution to this problem from program MATRIX for the given data in Table 3-5 part 1. This problem can be solved using any one of several commercial equation-solver programs such as Mathcad, MATLAB, Maple, Mathematica or with the program MATRIX provided with the text.

Table 3–5 – part 1
Case Study 4A
Given and Assumed Data
Variable Value Unit
μ \mu 0.4 none
θ \theta 172.0 deg
R12x R_{12x} 5.2 mm
R12y R_{12y} -27.2 mm
R12z R_{12z} 23.1 mm
R32x R_{32x} –75.4 mm
R32y R_{32y} 38.7 mm
R32z R_{32z} 0.0 mm
R52x R_{52x} -13.0 mm
R52y R_{52y} –69.7 mm
R52z R_{52z} 0.0 mm
F32x F_{32x} 353.0 N
F32y F_{32y} 523.0 N
F32z F_{32z} 0.0 N
M12z M_{12z} 0.0 N–m
Table 3–5 – part 2
Case Study 4A
Calculated Data
Variable Value Unit
F12x F_{12x} –1 805 N
F12y F_{12y} –319 N
F12z F_{12z} 587.0 N
F52x F_{52x} 1 452 N
F52y F_{52y} –204 N
F52z F_{52z} -587 N
M12x M_{12x} 32 304 N–mm
M12y M_{12y} 52 370 N–mm
N N 1 467 N
Ff F_{f} 587 N
F3-10
F3-1

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