Locally Stiffened Loadbeam for Hard Disk Drive Vibration Control

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Solution Overview

Problem

Existing suspension designs for hard disk drives fail to provide adequate dynamic performance during head-disk interface interactions, leading to unstable air bearing conditions and degraded disk drive performance due to poor damping of vibrational modes.

Innovation Solution

A locally stiffened loadbeam design is implemented by adding or retaining material strategically, or through forming processes like crimping, to enhance stiffness and damping around the dimple and flexure attachment points, reducing vibrational mode peaks and improving dynamic response.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If the loadbeam is made thin and mass-reduced to achieve high operational shock performance, then shock resistance improves, but dynamic performance deteriorates due to increased vibrational mode peaks

Engineering Contradiction:
Improveoperational shock performanceVSAvoiddynamic performance
Core Design Contradiction:
ReliabilityVSStability of the object's composition

Solution Approach 1:

The patent applies local stiffening by adding material or forming processes (crimping) at specific locations on the loadbeam, particularly around the dimple and flexure attachment points. This creates non-uniform stiffness distribution where local regions have enhanced rigidity to suppress vibrational modes, while the overall thin and mass-reduced structure maintains its shock resistance capabilities.

Inventive Principle:
Principle #3Local quality

2Stability of the object's composition

If the loadbeam is stiffened to reduce vibrational mode peaks, then dynamic performance improves, but shock performance deteriorates due to increased mass and reduced flexibility

Engineering Contradiction:
Improvedynamic performanceVSAvoidoperational shock performance
Core Design Contradiction:
Stability of the object's compositionVSReliability

Solution Approach 1:

Rather than uniformly stiffening the entire loadbeam, the patent implements localized stiffening only at critical regions (dimple area, flexure attachment points). This selective approach provides the necessary dynamic performance improvement while minimizing added mass and preserving the loadbeam's overall flexibility for shock absorption.

Inventive Principle:
Principle #3Local quality

Solution Approach 2:

The patent applies partial stiffening action only where dynamically critical, rather than excessive full-coverage stiffening. The stiffening is concentrated at specific locations that have the greatest impact on vibrational mode suppression, avoiding unnecessary mass addition in non-critical regions.

Inventive Principle:
Principle #16Partial or excessive action

3Stability of the object's composition

If material is added to stiffen the loadbeam, then dynamic performance improves, but manufacturing complexity increases

Engineering Contradiction:
Improvedynamic performanceVSAvoidmanufacturing complexity
Core Design Contradiction:
Stability of the object's compositionVSEase of manufacture

Solution Approach 1:

The patent achieves stiffening by modifying geometric parameters of the loadbeam through forming processes like crimping, rather than adding separate material components. This changes the physical state and shape of existing material to provide stiffness, avoiding the need for additional assembly steps and reducing manufacturing complexity.

Inventive Principle:
Principle #35Parameter changes

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The locally stiffened loadbeam design significantly reduces adverse vibrational mode peaks, enhancing the dynamic performance of the slider while maintaining acceptable static properties, thereby stabilizing the air bearing and improving disk drive operation.

Implementation Method 1

hydrodynamic pressure causes an air flow between the ABS of the slider and the surface of the disk. This flow, called the air-bearing layer, lifts and suspends the slider

Methodology Applied
Scientific EffectHydrodynamic pressure:

Implementation Method 2

A locally stiffened loadbeam design is implemented by adding or retaining material strategically, or through forming processes like crimping, to enhance stiffness and damping around the dimple and flexure attachment points

Methodology Applied
Scientific EffectVibrational damping: Damping

Data Source

PatentUS7701672B2Suspension with locally stiffened load beam
Publication Date: 2010.04.20 SAE MAGNETICS (HK) LTD
  • US7701672B2 patent drawing
  • US7701672B2 patent drawing
  • US7701672B2 patent drawing

AI summary

A loadbeam is locally stiffened by either, 1. the addition of strategically placed extra material to the loadbeam, 2. not removing material during the etching process to form the loadbeam, or 3. special forming, by crimping or bending, at specific sites on the beam. The use of local stiffening, when placed about the loadbeam dimple or between the dimple and flexure attachment points, with or without additional damping, can significantly improve the dynamical response of the loadbeam and eliminate vibrational modes of a slider mounted on the loadbeam during HDI interactions with disk surface asperities during disk drive operation.