UNIT 5: MACHINE COMPONENT DESIGN - SHORT NOTES
Based on RGPV Past Papers (2022–2025)
I. FATIGUE ANALYSIS AND FAILURE THEORIES
Fluctuating Stresses and Fatigue
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S-N Curve (Wöhler Curve): A plot of stress amplitude (S_a) vs. number of cycles to failure (N) on a log-log scale. It defines the fatigue strength for a given number of cycles. The endurance limit (S_e) is the stress amplitude below which the material can withstand infinite cycles (typically >10^6 or 10^7 cycles).
[!TIP] For steels, an endurance limit exists. For non-ferrous metals (Al, Mg), the S-N curve continues to drop; no true endurance limit.
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Endurance Limit (S_e): The maximum reversing stress a material can endure indefinitely. Modified from the rotating beam test value ($$\displaystyle S_e' $$) using correction factors:
$$ S_e = S_e' \cdot k_a \cdot k_b \cdot k_c \cdot k_d \cdot k_e \cdot k_f $$
Where:
* $$\displaystyle k_a $$ = Surface finish factor
* $$\displaystyle k_b $$ = Size factor
* $$\displaystyle k_c $$ = Load factor (bending=1, axial=0.85, torsion=0.59)
* $$\displaystyle k_d $$ = Temperature factor
* $$\displaystyle k_e $$ = Reliability factor
* $$\displaystyle k_f $$ = Miscellaneous factor (corrosion, etc.)
- Infinite vs. Finite Life: Design for infinite life ensures $$\displaystyle S_a < S_e $$. Design for finite life uses S-N curve for specific N cycles.
Stress Concentration
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Definition: Localized increase in stress near geometric discontinuities (holes, notches, fillets, keyways, shoulders) due to load flow disturbance.
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Stress Concentration Factor (Kt): Ratio of maximum theoretical stress to nominal (gross section) stress. $$\displaystyle K_t = \frac{\sigma_{max}}{\sigma_{nom}} $$. Depends only on geometry.
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Notch Sensitivity Factor (Kf): Accounts for material's sensitivity to notches. $$\displaystyle K_f = 1 + q(K_t - 1) $$, where $q$ (0≤q≤1) is the notch sensitivity.
[!TIP] For static loading, $$\displaystyle K_t $$ is used. For fatigue loading, use $$\displaystyle K_f $$ to calculate actual alternating stress: $$\displaystyle \sigma_a = K_f \cdot \frac{\sigma_{nom,a}}{} $$.
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Methods to Reduce Stress Concentration:
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Use fillets with large radii at shoulders.
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Use gradual transitions in cross-section.
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Prefer holes over notches.
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Use material with high notch toughness.
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Fatigue Failure Criteria (Fluctuating Stresses)
Given: $$\displaystyle \sigma_{max} $$, $$\displaystyle \sigma_{min} $$, Alternating Stress $$\displaystyle \sigma_a = \frac{\sigma_{max} - \sigma_{min}}{2} $$, Mean Stress $$\displaystyle \sigma_m = \frac{\sigma_{max} + \sigma_{min}}{2} $$.
| Criterion | Equation | Graph | Application / Note |
|---|---|---|---|
| Goodman | $$\displaystyle \frac{\sigma_a}{S_e} + \frac{\sigma_m}{S_{ut}} = \frac{1}{n} $$ | Line from $$\displaystyle (S_e,0) $$ to $$\displaystyle (0,S_{ut}) $$ | Conservative for ductile materials. Often used for brittle materials. |
| Modified Goodman | $$\displaystyle \frac{\sigma_a}{S_e} + \frac{\sigma_m}{S_{ut}} = \frac{1}{n} $$ | Same line as Goodman | Most common. Uses ultimate strength $$\displaystyle S_{ut} $$ for mean stress. |
| Soderberg | $$\displaystyle \frac{\sigma_a}{S_e} + \frac{\sigma_m}{S_{y}} = \frac{1}{n} $$ | Line from $$\displaystyle (S_e,0) $$ to $$\displaystyle (0,S_y) $$ | Most conservative. Uses yield strength $$\displaystyle S_y $$. Safe for ductile materials with yielding risk. |
| Gerber | $$\displaystyle \frac{\sigma_a}{S_e} + \left(\frac{\sigma_m}{S_{ut}}\right)^2 = \frac{1}{n} $$ | Parabolic curve | Least conservative. For fully ductile materials. |
[!TIP] To find minimum required ultimate strength ($$\displaystyle S_{ut} $$): Rearrange the chosen criterion's equation, given $$\displaystyle \sigma_a $$, $$\displaystyle \sigma_m $$, $$\displaystyle S_e $$ (often $$\displaystyle 0.5 S_{ut} $$), $$\displaystyle S_y $$ (often $$\displaystyle 0.55 S_{ut} $$), and factor of safety $n$.
II. SHAFT DESIGN
Fundamentals
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Functions: Transmit power/torque, support rotating elements (gears, pulleys), maintain alignment.
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Materials: Medium carbon steels (e.g., 45C8), alloy steels. Design based on maximum shear stress theory (Tresca) for ductile materials under combined torsion & bending.
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Types: Transmission shafts, machine shafts (spindles).
Stresses in Shafts
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Torsional Shear Stress: $$\displaystyle \tau_t = \frac{T \cdot R}{J} = \frac{16T}{\pi d^3} $$ (solid circular).
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Bending Stress: $$\displaystyle \sigma_b = \frac{M \cdot y}{I} = \frac{32M}{\pi d^3} $$ (solid circular).
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Combined Loading (Bending + Torsion):
- Equivalent Bending Moment ($$\displaystyle M_e $$): A hypothetical bending moment that, acting alone, would produce the same maximum shear stress as the combined loading.
$$ M_e = \sqrt{M^2 + T^2} \quad \text{(for solid circular shaft)} $$
* **Equivalent Twisting Moment ($$\displaystyle T_e $$):** A hypothetical torque that, acting alone, would produce the same maximum normal stress as the combined loading.
$$ T_e = \sqrt{M^2 + T^2} \quad \text{(for solid circular shaft)} $$
Note: For solid circular shafts, $$\displaystyle M_e = T_e $$ numerically.
Design Criteria
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Strength-Based: $$\displaystyle \tau_{max} = \frac{16 T_e}{\pi d^3} \leq \frac{S_{sy}}{n} $$ or $$\displaystyle \sigma_{max} = \frac{32 M_e}{\pi d^3} \leq \frac{S_{sy}}{n} $$.
\boxed{d \geq \sqrt[3]{\frac{16 n T_e}{\pi S_{sy}}}} \quad \text{or} \quad \boxed{d \geq \sqrt[3]{\frac{32 n M_e}{\pi S_{sy}}}}
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Rigidity-Based (Torsional Twist): $$\displaystyle \theta = \frac{T L}{G J} \leq \theta_{allow} $$. For solid shaft: $$\displaystyle d \geq \sqrt[4]{\frac{16 n T L}{\pi G \theta_{allow}}} $$.
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Deflection-Based: For shafts with transverse loads, check slope/deflection at bearings or gear locations.
Hollow vs. Solid Shafts
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Hollow Shaft: $$\displaystyle d_o $$ = outer dia, $$\displaystyle d_i $$ = inner dia, $$\displaystyle k = d_i/d_o $$.
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Polar Modulus: $$\displaystyle Z_p = \frac{J}{R} = \frac{\pi (d_o^4 - d_i^4)}{32 \cdot (d_o/2)} = \frac{\pi d_o^3 (1 - k^4)}{16} $$.
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Weight Ratio (Hollow:Solid) for same $$\displaystyle Z_p $$: $$\displaystyle \frac{W_h}{W_s} = \frac{1 - k^4}{1 - k^3} $$. For $$\displaystyle k=0.5 $$, weight is ~40% of solid shaft.
[!TIP] Hollow shafts are lighter for same strength/stiffness. Optimal $k \approx 0.6$ for max $$\displaystyle Z_p $$ per unit weight.
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III. KEYS, COUPLINGS, AND THREADED FASTENERS
Keys
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Classification:
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Saddle Key: Tapered, fits in keyseat in shaft only. For light duty.
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Sunk Key: Fits in keyways in both shaft & hub. Parallel (rectangular), Gib-headed (with head), Feather (sliding).
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Woodruff Key: Circular segment, fits in circular keyway in shaft. For heavy shock/vibration.
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Design (Sunk Key - Shear & Crushing):
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Shear Failure: $$\displaystyle F = \frac{T}{d/2} \leq \tau_{allow} \cdot (l \cdot b) $$.
\boxed{l \geq \frac{2T}{\tau_{allow} \cdot b \cdot d}}
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Crushing (Bearing) Failure: $$\displaystyle F = \frac{T}{d/2} \leq \sigma_{c,allow} \cdot (l \cdot h/2) $$.
\boxed{l \geq \frac{T}{\sigma_{c,allow} \cdot h \cdot d}}
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Take larger $l$. Standard lengths: $l \approx 1.5d$ to $2d$.
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Forces: Torque $T$ produces force $$\displaystyle F = 2T/d $$ on key. This force acts on keyseat walls (shear on key, crushing on shaft/hub).
Couplings
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Rigid (e.g., Muff, Flange): No misalignment tolerance. Used for precisely aligned shafts.
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Flexible (e.g., Jaw, Grid, Disc, Oldham): Accommodates misalignment (angular, parallel, axial). Used for general purpose.
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Flange Coupling Design:
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Torque Capacity: $$\displaystyle T = \mu \cdot F \cdot \frac{d_m}{2} $$, where $$\displaystyle d_m $$ = mean diameter of bolts.
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Bolt Size: From shear strength of bolt: $$\displaystyle F \leq n \cdot \frac{\pi d_b^2}{4} \cdot \frac{\tau_{allow}}{4} $$.
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Hub & Shaft: Based on shaft diameter and key design.
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Threaded Fasteners (Screws for Power)
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Square Thread vs. V-Thread:
| Square Thread | V-Thread (60°) | | :--- | :--- | | Zero thread angle → low friction, high efficiency. | Thread angle → high friction, low efficiency. | | Stronger (root thickness = pitch). | Weaker (root thickness < pitch). | | Difficult to manufacture, not self-locking. | Easy to manufacture, self-locking. | | Used for power transmission (vises, jackscrews). | Used for fasteners (bolts, nuts). |
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Self-Locking: Condition: Lead angle ($\lambda$) < Friction angle ($\phi$). $$\displaystyle \tan \lambda = \frac{\text{Lead}}{\pi d_m} < \mu = \tan \phi $$.
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Necessary in lifting devices (jacks, presses) to prevent load from falling back when force is removed.
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Efficiency of Self-Locking Screw: $$\displaystyle \eta = \frac{\tan \lambda}{\tan (\lambda + \phi)} < 0.5 $$ (50%).
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Overhauling: When $$\displaystyle \lambda > \phi $$, screw is non-self-locking; load can overhaul (run back) when torque is removed. Dangerous in lifting applications.
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Torque to Raise/Lower: $$\displaystyle T_{raise} = W \cdot \frac{d_m}{2} \tan(\phi + \lambda) $$, $$\displaystyle T_{lower} = W \cdot \frac{d_m}{2} \tan(\phi - \lambda) $$.
IV. SPRINGS
Classification
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By Shape: Helical (compression, tension, torsion), Leaf, Disc, Spiral.
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By Loading: Compression, Tension, Torsion (helical torsion spring), Bending (leaf spring).
DiagramSEARCH: helical compression spring diagram, leaf spring stress bending, helical torsion spring
Helical Compression/Tension Springs
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Terminology:
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$d$ = Wire diameter
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$D$ = Mean coil diameter ($$\displaystyle D = D_{outer} - d $$)
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$C$ = Spring index = $D/d$ (typically 4–12)
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$n$ = Number of active coils (carry load)
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$$\displaystyle n_t $$ = Total coils ($$\displaystyle n_t = n + 2 $$ for closed ends)
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$$\displaystyle L_0 $$ = Free length
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$$\displaystyle L_s $$ = Solid length ($$\displaystyle L_s = n_t \cdot d $$)
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Spring Rate (Stiffness): $$\displaystyle k = \frac{G d^4}{8 D^3 n} $$.
\boxed{k = \frac{G d^4}{8 D^3 n}}
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Maximum Shear Stress (Wahl Correction for Curvature):
$$ \tau_{max} = K_w \cdot \frac{8 F D}{\pi d^3} \quad \text{where} \quad K_w = \frac{4C-1}{4C-4} + \frac{0.615}{C} $$
> [!TIP] For **initial design**, use $$\displaystyle K_w \approx 1 $$. Final check must include $$\displaystyle K_w $$.
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Deflection: $$\displaystyle \delta = \frac{8 F D^3 n}{G d^4} $$.
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Design Steps:
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From $$\displaystyle F_{max} $$, $$\displaystyle \delta_{max} $$, $$\displaystyle L_0 $$, $$\displaystyle D_{max} $$ (space constraint), find $$\displaystyle k = F_{max}/\delta_{max} $$.
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Select $d$ from strength: $$\displaystyle \tau_{max} \leq \tau_{allow} $$ (using Wahl factor).
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Calculate $$\displaystyle n = G d^4/(8 k D^3) $$.
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Check $$\displaystyle L_0 = L_s + \delta_{max} + \text{initial clearance} $$.
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Why Compression > Tension Springs? Compression springs don't need special end coils for attachment; tension springs require hooks which are stress concentration points and difficult to manufacture.
V. CLUTCHES AND BRAKES
Clutches (Friction Type)
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Working: Transmits torque via friction between mating surfaces.
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Centrifugal Clutch:
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Principle: Shoes with friction lining are held against inner drum by springs at low speed. At engagement speed, centrifugal force overcomes spring force, shoes press against drum, transmitting torque.
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Key Parameters: Engagement speed (set by spring force & shoe mass), number of shoes, coefficient of friction, dimensions.
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Design Theories for Friction Surfaces
Assumptions: Uniform pressure $p$ or uniform wear ($$\displaystyle p \cdot r = \text{constant} $$).
| Theory | Pressure Distribution | Mean Radius ($$\displaystyle R_m $$) | Torque Capacity ($T$) | Axial Force ($F$) | Application |
|---|---|---|---|---|---|
| Uniform Pressure | $$\displaystyle p = \text{constant} $$ | $$\displaystyle R_m = \frac{2}{3} \frac{R_2^3 - R_1^3}{R_2^2 - R_1^2} $$ | $$\displaystyle T = \mu p \pi (R_2^2 - R_1^2) R_m $$ | $$\displaystyle F = p \pi (R_2^2 - R_1^2) $$ | New clutches/brakes (uniform wear not yet occurred). |
| Uniform Wear | $p \propto 1/r$ | $$\displaystyle R_m = \frac{R_2 - R_1}{\ln(R_2/R_1)} $$ | $$\displaystyle T = \mu p_{max} \pi (R_2^2 - R_1^2) R_m $$ | $$\displaystyle F = 2 \pi p_{max} R_1 (R_2 - R_1) $$ | Worn clutches/brakes (wear makes pressure uniform). |
[!TIP] Uniform Wear theory gives higher torque capacity for same $$\displaystyle p_{max} $$ and is more conservative for $F$ calculation.
Brakes
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Internal Expanding Brake (Shoe Brake):
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Construction: Two shoes with friction lining, pivoted on anchor pins. Cam or hydraulic cylinder pushes shoes outward against rotating drum.
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Self-Energizing Effect: Direction of rotation such that friction force on leading shoe has a component in the direction of shoe rotation, augmenting the applied force. Trailing shoe has opposite effect.
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Self-Locking Condition: If $$\displaystyle \tan \theta > \mu $$ (where $\theta$ is angle of wrap on leading shoe), brake becomes self-locking (cannot be released by force alone). Avoid in service brakes.
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Band & Block Brake:
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Euler's Equation (Tension Ratio): $$\displaystyle \frac{T_1}{T_2} = e^{\mu \theta} $$ (for band). For $n$ blocks: $$\displaystyle \frac{T_1}{T_2} = \left( \frac{1 - \mu \tan \phi}{1 + \mu \tan \phi} \right)^n \cdot e^{\mu \theta} $$.
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Lever Arm: $$\displaystyle F \cdot l = (T_1 - T_2) \cdot r $$ (for band) or consider forces on each block.
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Comparison (Rope, Band, Block):
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Rope Brake: Simple, low cost, low capacity, rope wear.
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Band Brake: Simple, compact, self-energizing if leading, but non-uniform pressure.
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Block Brake: More complex, uniform pressure, higher capacity, can be self-energizing.
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VI. BEARINGS
Classification
| Sliding Contact | Rolling Contact |
|---|---|
| Journal (radial), Thrust, Footstep. | Ball (deep groove, angular contact), Roller (cylindrical, tapered, spherical). |
| Advantage: High load capacity, shock absorption, low speed. | Advantage: Low friction, low maintenance, high speed, interchangeability. |
| Disadvantage: High friction, wear, needs lubrication. | Disadvantage: Sensitive to misalignment, contamination, noise at high load. |
Sliding Bearings
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Journal Bearing: Supports radial load. Types: Full journal (360° wrap), partial journal (<180°).
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Footstep (Thrust) Bearing: Supports axial load. Counterboring (recess at center) increases load capacity by creating hydrodynamic pressure wedge.
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Bearing Materials (Babbitt, Bronze, White Metal): Must have conformability (embed dirt), embeddability (hold dirt), fatigue strength, corrosion resistance, thermal conductivity.
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Bearing Characteristic Number (PV): Product of bearing pressure (p) and surface velocity (v). $$\displaystyle PV = \frac{W}{A} \cdot v $$.
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Significance: Governs temperature rise and wear rate. Each material has a limiting PV value for safe operation.
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Design: Ensure calculated $p$ and $PV$ are below material limits.
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Power Lost in Friction (Footstep Bearing): $$\displaystyle P_f = \mu W v $$ (Watts), where $\mu$ = friction coefficient.
Rolling Contact Bearings
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Dynamic Load Capacity (C): Rated load a bearing can carry for 1 million revolutions with 90% reliability ($$\displaystyle L_{10} $$ life). From manufacturer's catalogue.
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Bearing Life ($$\displaystyle L_{10} $$): Life in millions of revolutions for which 90% of bearings survive.
$$ L_{10} = \left( \frac{C}{P} \right)^p $$
Where:
* $P$ = **Equivalent Dynamic Load** (radial + axial effects).
* $p$ = 3 for **ball bearings**, 10/3 for **roller bearings**.
- Equivalent Dynamic Load (P): For combined radial ($$\displaystyle F_r $$) and axial ($$\displaystyle F_a $$) loads:
$$ P = X F_r + Y F_a $$
$X, Y$ are factors from bearing tables depending on $$\displaystyle F_a/F_r $$ and bearing type.
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Life in Hours: $$\displaystyle L_{10h} = \frac{10^6}{60 \cdot n} \cdot L_{10} $$, where $n$ = rpm.
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Reliability Adjustment: For reliability $R \neq 90\%$, use reliability factor $$\displaystyle a_1 $$: $$\displaystyle C_{req} = a_1 \cdot C_{90\%} $$.
[!TIP] Life is very sensitive to load: Doubling load reduces life to ~1/8 for ball bearings ($$\displaystyle 2^3 $$).
VII. DESIGN PARAMETERS & MISCELLANEOUS CONCEPTS
Polar Modulus ($$\displaystyle Z_p $$)
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Definition: $$\displaystyle Z_p = \frac{J}{R} $$, where $J$ = polar moment of inertia, $R$ = outer radius.
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For Solid Circular Shaft: $$\displaystyle Z_p = \frac{\pi d^3}{16} $$.
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Significance: Used in torsional design. Maximum shear stress $$\displaystyle \tau_{max} = \frac{T}{Z_p} $$.
\boxed{Z_p = \frac{J}{R}}
Bearing Life ($$\displaystyle L_{10} $$)
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Definition: Life in millions of revolutions at which 90% of a bearing population will still be operating.
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Life Equation: $$\displaystyle L_{10} = \left( \frac{C}{P} \right)^p $$.
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Factors Affecting Life:
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Load (P): Most critical (inverse cube relationship).
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Speed (n): Affects life in hours.
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Lubrication: Film thickness, contamination.
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Mounting & Alignment: Misalignment causes edge loading.
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Material & Manufacturing Quality.
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Internal Expanding Brakes
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Construction: Two shoes pivoted on anchor pins inside a rotating drum. Cam or cylinder pushes shoes outward.
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Working: When applied, leading shoe gets self-energizing effect (friction force aids application), trailing shoe opposes.
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Self-Energizing: $$\displaystyle \tan \theta > \mu $$ (where $\theta$ = angle of wrap on leading shoe). Increases braking torque without extra force.
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Self-Locking: $$\displaystyle \tan \theta > \mu $$ for both shoes? Actually, self-locking occurs when the friction force alone can hold the brake without applied force. Condition: $$\displaystyle \tan \theta > \mu $$ for the leading shoe in the direction of rotation.
Dimensionless Numbers in Bearing Design
- Sommerfeld Number (S): Key parameter for hydrodynamic lubrication in journal bearings.
$$ S = \frac{\mu n}{p} \left( \frac{r}{c} \right)^2 $$
Where $\mu$ = viscosity, $n$ = rpm, $p$ = pressure, $r$ = radius, $c$ = clearance.
* **Significance:** Governs **minimum film thickness** and **coefficient of friction**. Used to design for full film lubrication.
- Reynolds Number (Re): $$\displaystyle \frac{\rho v c}{\mu} $$. Governs flow regime (laminar/turbulent) in lubricant film. Important for high-speed bearings.
General Design Considerations
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Interchangeable Manufacturing: Parts made to tolerances so any one fits any mating assembly.
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Unilateral Tolerance: Tolerance zone on one side of nominal size (e.g., $+0.02/0$).
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Bilateral Tolerance: Tolerance zone equally on both sides (e.g., $+0.01/-0.01$).
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Hardness vs. Toughness:
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Hardness: Resistance to surface indentation/abrasion (e.g., bearing surfaces, gear teeth).
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Toughness: Ability to absorb energy before fracture (impact resistance). Critical for shafts, gears under shock.
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Stress Concentration Factors: Use standard tables (e.g., Peterson's) for $$\displaystyle K_t $$ based on geometry (fillet radius, hole diameter, keyway). Apply notch sensitivity $q$ for fatigue.