Lecture 6. Case Study: Design of a Brake Assembly
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1 Lecture 6 Case Study: Desig of a Brake Assembly
2 Problem Descriptio [3] Pads [2] Caliper [1] Brake fluid pressure Brake torque (y) Brake fluid pressure (M) [4] Rotor Brake pressure (M) Brake Assembly Brakig torque (y) Heat, Soud Lecture 6. Case Study: Desig of a Brake Assembly 2
3 Quality Characteristics & Ideal Fuctio Brake pressure (M) Brake Assembly Brakig torque (y) Heat, Soud Quality characteristics: Brakig torque y (kgf-mm). Ideal fuctio: Zero-poit proportioal y = M I additio, the efficiecy or sesitivity should be as large as possible. Whe the ideal values chage accordig to a sigal factor M, it is called a dyamic characteristics. Sigal factors are ot cotrolled by the egieers; they are cotrolled by the users of the system; they are iput to the system. Lecture 6. Case Study: Desig of a Brake Assembly 3
4 Sigal Factor & Cotrol Factors M = Brake pressure (kgf/mm 2 ) M1 = 0.008, M2 = 0.016, M3 = 0.032, M4 = Factor Descriptio Level 1 Level 2 Level 3 A Pad material Type-1 Type-2 B Pad shape Shape-1 Shape-2 Shape-3 C Pad curve profile Type-1 Type-2 Type-3 D Pad additive Low Medium High E Rotor material Gray Cast Steel F Pad taper Low Medium High G Taperig thickess Low Medium High H Rotor structure Type-1 Type-2 Type-3 Note: Shaded values are origial desig. Lecture 6. Case Study: Desig of a Brake Assembly 4
5 Noise Factors The most sigificat oise factors are pad temperature, pad wetess, ad pad wear. Compoud oise factor N1 = 360 F, wet, 80% wear N2 = 60 F, dry,10% wear Brake torque (y) Brake fluid pressure (M) Aother oise: measurig time Q1 = Max brake torque Q2 = Mi brake torque Lecture 6. Case Study: Desig of a Brake Assembly 5
6 Experimetal Array M = M = M = M = N1 N2 N1 N2 N1 N2 N1 N2 Exp. A B C D E F G H Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 1 Type-1 Shape-1 Type-1 Low Gray Low Low Type-1 2 Type-1 Shape-1 Type-2 Medium Cast Medium Medium Type-2 3 Type-1 Shape-1 Type-3 High Steel High High Type-3 4 Type-1 Shape-2 Type-1 Low Cast Medium High Type-3 5 Type-1 Shape-2 Type-2 Medium Steel High Low Type-1 6 Type-1 Shape-2 Type-3 High Gray Low Medium Type-2 7 Type-1 Shape-3 Type-1 Medium Gray High Medium Type-3 8 Type-1 Shape-3 Type-2 High Cast Low High Type-1 9 Type-1 Shape-3 Type-3 Low Steel Medium Low Type-2 10 Type-2 Shape-1 Type-1 High Steel Medium Medium Type-1 11 Type-2 Shape-1 Type-2 Low Gray High High Type-2 12 Type-2 Shape-1 Type-3 Medium Cast Low Low Type-3 13 Type-2 Shape-2 Type-1 Medium Steel Low High Type-2 14 Type-2 Shape-2 Type-2 High Gray Medium Low Type-3 15 Type-2 Shape-2 Type-3 Low Cast High Medium Type-1 16 Type-2 Shape-3 Type-1 High Cast High Low Type-2 17 Type-2 Shape-3 Type-2 Low Steel Low Medium Type-3 18 Type-2 Shape-3 Type-3 Medium Gray Medium High Type-1 Lecture 6. Case Study: Desig of a Brake Assembly 6
7 Experimetal Data & SN Ratios = M i y i i=1 2 M i i=1 S ZP = i=1 ( y i M i ) 2 1 SN = 10log S 2 ZP 2 M = M = M = M = N1 N2 N1 N2 N1 N2 N1 N2 Exp. Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 SZP SN Average = Lecture 6. Case Study: Desig of a Brake Assembly 7
8 SN Ratios Zero-Poit Proportioal Cases y y = M Cosider poits (M i,y i ),i = 1, 2,..., i the M- y space.what is the lie y = M, which passes through the origi ad "best-fit" (i the sese (M i,y i ) M y i M i of least squared errors) the poits? The sum of squared errors is SS = ( y i M i ) 2 i =1 The least SS must satisfy dss d = 0, = i =1 i =1 M i y i M i 2 We may defie a MSD for the ZP case: ( ) 2 y i M i i =1 MSD ZP = 1 Ad the SN ratios ca be defied: SN ZP = 10log MSD ZP Lecture 6. Case Study: Desig of a Brake Assembly 8
9 SN Ratios Zero-Poit Proportioal Cases SN ZP = 10log MSD ZP = 10log i =1 ( y i M i ) 2 1 Recall that SN NB2 = 10log S 2. If we defie a "stadard deviatio," The S ZP = i =1 ( y i M i ) SN ZP = 10log S ZP The deviatio S ZP usually elarges as the slope icreases. I order the compariso be "fair", we divide the deviatio by the slope, SN ZP 2 = 10log S 2 ZP 2 Lecture 6. Case Study: Desig of a Brake Assembly 9
10 Respose Table/Graph SN Ratios A B C D E F G H Level Level Level Rage Rak A1 A2 B1 B2 B3 C1 C2 C3 D1 D2 D3 E1 E2 E3 F1 F2 F3 G1 G2 G3 H1 H2 H3 Lecture 6. Case Study: Desig of a Brake Assembly 10
11 Respose Table/Graph Sesitivity A B C D E F G H Level Level Level Rage Rak A1 A2 B1 B2 B3 C1 C2 C3 D1 D2 D3 E1 E2 E3 F1 F2 F3 G1 G2 G3 H1 H2 H3 Lecture 6. Case Study: Desig of a Brake Assembly 11
12 Desig Optimizatio 52 SN Ratios 680 Sesitivity A1 A2 B1 B2 B3 C1 C2 C3 D1 D2 D3 E1 E2 E3 F1 F2 F3 G1 G2 G3 H1 H2 H A1 A2 B1 B2 B3 C1 C2 C3 D1 D2 D3 E1 E2 E3 F1 F2 F3 G1 G2 G3 H1 H2 H3 Affect Affect Type SN?? Cotrol factors Usage 1 Yes Yes/No A, C, D, G, H Maximize SN 2 No Yes E, F Maximize Sesitivity 3 No No B Miimize Cost A1 B? C3 D3 E? F? G1 H3 A1 B? C3 D3 E1 F3 G1 H3 A1 B1 C3 D3 E1 F3 G1 H3 Lecture 6. Case Study: Desig of a Brake Assembly 12
13 Cofirmatio Experimets M = M = M = M = N1 N2 N1 N2 N1 N2 N1 N2 Exp. A B C D E F G H Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 Q1 Q2 SZP SN Origial New Gai = Brake torque (y) 50 N1Q1 40 N1Q2 30 N2Q1 N2Q2 20 Liear fit Origial desig Brake fluid pressure (M) Brake torque (y) N1Q1 N1Q2 N2Q1 N2Q2 Liear fit New desig Brake fluid pressure (M) Lecture 6. Case Study: Desig of a Brake Assembly 13
14 Predictio Usig Empirical Model Origial Desig New Desig Respose Respose Factor Level SN Level SN A B 2 1 C D E F G H Average Predicted Are 47.3 ad 47.6 close eough? Are 58.6 ad 57.4 close eough? What are the cofidece levels? Lecture 6. Case Study: Desig of a Brake Assembly 14
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