Steel-Reduction-Workshop
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Reducing Cost and  Material Usage for Large Parts

This one-day workshop applies DFM principles to large, heavy, or complex parts for major reduction in cost and material usage. These could be retrofitted onto current products or used as a basis for new designs.

The workshop will show how to develop backward-compatible substitutes that will replace expensive weldments, casting, or unnecessarily heavy machined parts with more steel-efficient parts or assemblies of CNC-machined parts that are accurately assembled by various DFM techniques.

Cost Reduction for Large Machined Parts

For fabricated parts now made of excessively thick steel, the workshop group would start by identifying the loads and load paths. Then we conceive of structural shapes that match the load, which is will probably not be a constant cross-section slab that has a lot of understressed material that leads to unnecessary cost and weight. Then we brainstorm on optimal assemblies of CNC-machined parts whose cross-sections are matched to the load, thus approaching constant-stress parts, which have the highest strength per weight. This would be accurately and rigidly assembled by various DFM techniques in which the precision is entirely determined automatically by the CNC machines.

Cost Reduction for Welded Assemblies

The most applicable large welded asssemblies should be analyzed for opportunities at the conceptual level with the goal of avoiding the following costs:

• high steel usage and cost at a time when steel prices are rising and will continue to rise as raw material and as will transportation costs both for incoming materials and outgoing products.

• high-skill labor cost to weld plus other labor to position, fixture, straighten warpage, and grind.

• the cost and delays for annealing the weldments or the risk of fractures from residual stresses.

• the imprecise and labor intensive practice of mounting parts in slots or large holes and then aligning them manually.

• machining large parts after welding, which may require large machine tools and furnaces to anneal them, which:

• are very expensive to buy or have high hourly charges to outsource

• usually involve labor-intensive on-line setups which adds more time to expensive machine charges and delays the flow

• may involve transportation and queuing delays.

• loss of strength in the heat affected zone from welding and annealing, thus requiring more steel compared to steel used at its full cold-rolled strength.

The Strategy

The strategy would be to commercialize proven parts with backwards compatible replacements with the same functionality and strength (possibly enhanced) with much less total cost. This would provide cost reduction now on existing products. This would also encourage a leap-frog strategy where these low-cost parts could then become the basis for new generation products.

The specific strategy to eliminate the abovementioned costs would be to create an optimized concept/architecture for constant-stress trusses and structures (which, by definition, use the least material) with the following steps.

The Approach

The approach would be based on the following premises:

Fabrication. All machined parts would be small enough to be set up and made quickly on readily-available CNC machine tools in a single setup (Guideline P14 in the DFM book, which states that all operations should be done in one setup on versatile CNC machine tools).
    Welded parts would be limited to those that are small enough to be annealed and machined after welding by the typical in-house machine tools and furnaces. This may be appropriate for bearing blocks and other junction parts if not feasible to machine from a single block.

Assembly. Precise alignment of these assembled pieces would be assured by DFM principles, such as DFM Guideline A3, in which mating parts would be aligned to sub-mill tolerances by inexpensive pairs of round diamond down pins in reamed holes. Parts could be designed to be self-fixturing or simple fixtures could be concurrently engineered to hold parts during alignment and clamp together for fastening.
Aligned parts would then be bolted/riveted together with appropriate bolt strength, torque settings, and retention strategies.

The above techniques could replace many hard-to-make large parts and improve multi-part assemblies.

Steps for Reducing Cost on Complex Large Parts and Assemblies:

• Identifying existing loads, directions, and attachment points, which would then be graphically represented. In a workshop setting, these could be printed on several sheets of large paper with dark lines for the next step.

• Brainstorming on various ways to support these loads, with many ideas sketched on many printouts.

• Then optimize design of these parts for manufacturability and currently engineered manufacturing strategies for trusses or “space frames”:

Struts. Purely tension members could be made of rods; compression struts must be wide and axisymmetric with the load path to resist buckling. This favors tubing with threaded holes at the end to bolt to the node blocks. Very thick wall tubing could be plugged with threaded disks that could be joined to the tubing with a low-heat axisymmetric weld. For smaller wall thickness, a clean inexpensive strut could be made by swaging down the ends to just past the tap diameter for tapping threads that could then be bolted to the node blocks.

Node Blocks. Each node block would be designed and dimensioned so that all operations for node attachments would be made in one setup (Guideline P14) on a versatile CNC machine tool.  Families of constituent parts would be machined on flexible fixtures that would be able to make all parts in the family without setup delays and cost.

The Results

The results would be much lower cost from:

• quick machining on readily-available CNC machine tools

• quick setup (maybe autofeed) concurrently engineered for whole part families to further reduce machine time

• quick assembly with accuracy assured by automatically machined features

• higher strength per weight (meaning higher strength per material cost) because of:

• more structurally efficient designs (lower stresses to support a given applied load)

• all material would remain at cold-rolled strength and heat-treated strengths could be preserved

Workshop Format

The group would explore some of the most promising opportunities in the workshop to the point where they look feasible and it is clear how to proceed at which point responsibility could be assigned to pursue each opportunity.

The group would also identify future opportunities to be explored later based on pre-workshop research that will have identified some opportunities. Opportunities will be summarized and then the workshop group will vote on them for a baseline prioritization of opportunities.

Pre-workshop research would also plot steel cost from the time current products were designed and extrapolate price trends into the future.

Audience. Product development team with all designated and potential members, with at least one person representing each function and one person knowledgeable about each proposed candidate structure. The workshop would benefit from close proximity to the physical structures being analyzed.


Alternative: Consulting Studies

An alternative would be ask Dr. Anderson to do the above as a design study on a consulting basis, which would present promising approaches for the company to evaluate, select, and implement. Dr. Anderson is particularly effective for complex parts that could benefit from very manufacturable design concepts and concurrently engineered low-cost processing.


To discuss this further, contact:

Dr. David M. Anderson, P.E.; CMC; Fellow, ASME
HalfCostProducts.com
www.design4manufacturability.com
www.build-to-order-consulting.com
1-805-924-0100; anderson@build-to-order-consulting.com

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