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Computer-Aided Materials Selection During Structural Design (1995)

Chapter: 2 Materials Selection in Structural Design

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Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
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2
Materials Selection in Structural Design

This chapter discusses the structural design context for materials selection, the materials selection process, the evolution of computer systems that support the design process, and the needs for materials information. The committee chose to describe the structural design process using aerospace vehicle design as a case study. This chapter is based, in part, on information gathered by the committee during a two-day site visit to the Boeing Commercial Airplane Group1 and comparative data on the Grumman design process. However, the design process and information needs detailed here are generic and applicable to structural designs in many industries (e.g., buildings, bridges, oil rigs, automobiles, ships, and spacecraft).

CONCURRENT ENGINEERING AND DESIGN ORGANIZATION

The design and development of a structure like an aircraft is enormously complex. The original sequential approach to aircraft design was to break the structure and systems into manageable sections. Preliminary designs of each section were then evaluated sequentially and modified by a multitude of different engineering, manufacturing, quality-assurance, and operations-support experts (Figure 2-1). This sequential approach led to extensive changes and errors during and following the design process, problems with communications between the different disciplines, increases in development costs, and extensions in design and manufacturing schedules. Consequently, the amount of needed rework and redesign accounted for a significant proportion of production costs.

The concurrent engineering approach, supported by centralized digital databases for geometry, materials, fabrication, and assembly processes and paperless drawings, was proposed to improve the design process and reduce rework and redesign (Winner et al., 1988). Figure 2-2 compares the sequential and concurrent engineering approaches.

Boeing has implemented concurrent engineering through an approach that uses design build teams (DBTs). The DBT approach establishes an IPDT for designing new products and systems and executing a concurrent engineering/manufacturing process. The team goals are to produce error-free designs that are optimized in terms of performance, weight, and production and operating costs.

Figure 2-1 The sequential engineering approach to structural design. Reprinted courtesy of RNH Associates, Incorporated.

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The Boeing site visit comprised testimony from materials and structures experts, design managers, and automated systems specialists who were improving the design process via organizational and technological innovations. (Note: The selection of Boeing as a case study should not be interpreted as a statement that their design process is superior to those of other companies.)

Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×

Figure 2-2 A typical comparison of sequential and concurrent engineering. Variations of this illustration are presented in Winner et al. (1988), Whitney et al. (1988), and NRC (1991).

The first step in the DBT approach is to divide the systems into major categories (e.g., structure, avionics, flight controls, mechanical systems, environmental systems, hydraulics, flight deck, and payload) as well as generic integration areas (e.g., airworthiness, reliability, and maintainability). These categories are then further subdivided. For instance, the basis structure divisions are body, wing, empennage, and propulsion system. These, in turn, are subdivided even further into manageable components and subcomponents, each of which is the responsibility of a separate DBT. For example, the main body components are cockpit, forward section, center section, rear section, and tail fuselage, as well as doors, door cutouts, floors, and floor beams. A typical hierarchical relationship between the IPDT and the DBTs is shown in Figure 2-3.

Boeing initially implemented the DBT system in an attempt to remain competitive in the global marketplace (NRC, 1993). The Boeing 777 program peaked at a total of approximately 250 DBTs, including 97 DBTs related to structures.

The structural DBTs (Figure 2-4) are composed of design, structures, materials, manufacturing (e.g., tooling and machining), quality control, and cost analysis experts; some teams also include liaison representatives from key subcontractors. Additional support may also be provided as required by representatives from other company divisions or by specialists on a part-time basis. The team members from the various disciplines responsible for creating a specific component or subsystem from conception through final design are collocated, and each team member is expected to participate fully in the DBT decision making process (Boeing Commercial Airplane Group, 1991). After the total design (including tool design) is completed, manufacturing is empowered to review and approve engineering data sheets verifying producibility prior to drawing release. A simplistic representation of the interactions within a typical DBT is shown in Figure 2-5. An important aspect of the process indicated in the figure is that optimization decisions are made from the perspective of the entire system, not from that of a particular subsystem.

Although concurrent engineering has considerably reduced rework, structural design and material selection remain iterative, cyclical processes. Structural analyses are performed on candidate preliminary design, and modifications are made to satisfy structural requirements. Weight and cost estimates are used for tradeoff studies to

Figure 2-3 An example of a typical structures DBT hierarchy: Boeing 777 Horizontal Stabilizer DBTs. Source: Boeing Commercial Airplane Group.

Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×

Figure 2-4 The expertise in a structural design concurrent engineering team. Reprinted courtesy of RNH Associates, Incorporated.

identify and select the best materials and design configuration. The DBT approach also addresses most of the inter-disciplinary problems associated with candidate design concepts and material selection early in the preliminary design phase. Compromise solutions can then be identified and selected by the DBT members before the complete design is finalized.

Each DBT records team notes, memoranda, and summaries of project reviews in DBT libraries. These can be accessed by other DBTs to obtain information and digital design data. This allows rapid dissemination of changes that affect the interface between components, facilitates tradeoffs using global criteria, and ensures storage of lessons-learned data for future designs. These records are primarily found in hard-copy form. Although some are filed electronically, they are not available for on-line reference.

MATERIALS SELECTION DURING COMPUTER-AIDED DESIGN

A DBT team requires an enormous amount of detailed information to develop structures that will satisfy performance, reliability, safety, weight, and durability requirements at economical production, operation, and maintenance costs. In the 1960s, structural design and analysis consisted of slide-rule and adding-machine calculations using formulae and tables from handbooks in combination with numerous assumptions based on prior experience. The resulting designs were then evaluated by materials, manufacturing, and cost-estimating personnel who fed back their recommendations for design changes. Design and engineering operations are currently performed rapidly and accurately by DBT members using interactive computer-aided engineering or computer-aided design and computer-aided manufacturing (CAD/CAM) programs. Many different integrated computer-aided engineering and CAD/CAM systems are currently available. Even the most advanced of these focus only on finite element analysis (FEA) or boundary element analysis computer programs and currently have little materials selection expert system capabilities.

Computer-aided engineering and CAD/CAM systems generally use a mixture of bars, panels, and solids, which are utilized from preliminary design through drawing release. The structure is predominantly modeled using combinations of bars and panels for the structural analysis and optimization programs because of the significantly longer computer times needed to model the structure and complete the analysis or optimization using solids. Solid elements are only used when the structure cannot be

Figure 2-5 The interactions of a typical DBT during initial concept development. Source: Boeing Commercial Airplane Group.

Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×

realistically modeled using the simpler elements or when more accurate determination of the three-dimensional state of stress or strain in the component is needed. For example, Grumman used the model of a wing for the X-29 and associated FEA (Figure 2-6) in combination with a fuselage model to determine the loads in the structure and the dynamic and aeroelastic behavior of the wing required to preclude divergence and flutter. Aerodynamically induced structural divergence was avoided by designing the carbon-epoxy covers to provide bending-twisting coupling to the wing, taking full advantage of the anisotropic properties of the composite material. This model was iteratively appraised by structural analysis, weight optimization, and divergence analysis computer programs to determine the geometry and orientation of the carbon-epoxy tape for each of the 148 plies in the upper wing skin and the 158 plies in the lower wing skin. The same model and computer programs were then used for selection of the materials and the sizing of the cap areas and web thicknesses for the other wing components. As shown in Figure 2-6, the wing covers are carbon-epoxy. The other materials used in the wing component are steel, 6A1-4V titanium, 2024 aluminum, an woven glass-epoxy (Hadcock, 1985).

Three-dimensional models of forgings or machined parts are used for more detailed analysis and sizing of components, such as complex wing-to-fuselage attachment fittings and control surface hinges. These models predict the boundary loads and constraints from the overall FEA. The information from these programs can be electronically transferred to CAD/CAM systems to generate the drawings of the detail parts and assemblies for manufacturing engineering.

In all these programs, material properties and external geometry are generally input data. Structural optimization is done iteratively. Structural geometry, which depends on material properties, panel thicknesses, and stiffener sizes,

Figure 2-6 A model of the wing of the Grumman X-29 and associated FEA. Source: Northrop Grumman.

Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×

can be automatically adjusted during the iterations. The effects of changes in materials selection can be evaluated by executing the programs with different materials-properties data sets. This design tradeoff analysis process can be very time consuming, particularly when there are large numbers of candidate materials for each part and a range of structural analysis tests, such as thermal strains; dynamic behavior; fatigue; fracture; durability; and, in the case of combat aircraft, survivability. However, optimization programs are emerging that will allow the selection of best choices given the constraint parameters specified by the design engineer.

The aerospace industry has traditionally adopted a rigorous, yet conservative, materials selection process to minimize the risk associated with the introduction of new, and therefore less-proven materials. Risk as a factor in materials selection will be discussed in Chapter 3.

Some integrated computer programs are available for design, structural analysis, and production of complex-shaped castings and injection-molded plastic parts. These programs include thermal and flow analysis of the liquid material, design of patterns and molds that may include cooling passages to eliminate distortion and cracking during cooling, and determination of residual strains (see Appendix B).

SUMMARY OF MATERIALS INFORMATION REQUIREMENTS IN DESIGN

Table 2-1 provides a partial listing of materials-related information that is needed in the materials selection process. Materials selection is strongly influenced by overall product design, manufacturing, and cost requirements. Some of the product design requirements for aircraft structural design are presented in Table 2-2.

The major structures and materials design interactions are shown diagrammatically in Figure 2-7. Material selection is directly or indirectly defined by the combination of these design interactions. These interactions include most of the information needs of a team to design and select the materials for a primary structure component.

A summary of designer wants pertinent to the application of expert systems in the materials selection process during structural design is listed in Table 2-3. This table provides the basis for establishing the range of information technologies pertinent to the materials selection process that will be assessed in the next two chapters.

Figure 2.7 Structures and materials interactions. Reprinted courtesy of RNH Associates, Incorporated.

Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×

Table 2-1 Examples of Materials Information Required During Product Design

Material identification

Material class (metal, plastic, ceramic composite)

Material subclass

Material industry designation

Material product form

Material condition designation (temper, heat treatment, etc.)

Material specification

Material alternative names

Material component designations (composite/assembly)

Material production history

Manufacturability strengths and limitations

Material composition(s)

Material condition (fabrication)

Material assembly technology

Constitutive equations relating to properties

Material properties & test procedures

Density

Specific heat

Coefficient of thermal expansion

Thermal conductivity

Tensile strength

Yield strength

Elongation

Reduction of area

Moduli of elasticity

Stress strain curve or equation

Hardness

Fatigue strength (define test methods, load, and environment)

Temperature (cryogenic-elevated)

Tensile strength, yield strength

Creep rates, rupture life at elevated temperatures

Relaxation at elevated temperatures

Toughness

Damage tolerance (if applicable)

Fracture toughness (define test)

Fatigue crack growth rates (define environment, and load)

Temperature effects

Environmental stability

Compatibility data

General corrosion resistance

Stress corrosion cracking resistance

Environmental stability

Toxicity (at all stages of production and operation)

Recyclability/disposal

Material design properties

Tension

Compression

Shear

Bearing

Controlled strain fatigue life

Processability information

Finishing characteristics

Weldability/joining technologies

Suitability for forging, extrusion, and rolling

Formability (finished product)

Castability

Repairability

Flammability

Joining technology applicable

Fusion

Adhesive bonding

Fasteners

Welding parameters

Finishing technology applicable

Impregnation

Painting

Stability of color

Application history/experience

Successful uses

Unsuccessful uses

Applications to be avoided

Failure analysis reports

Maximum life service

Availability

Multisource? Vendors?

Sizes

Forms

Cost/cost factors

Raw material

Finished product or require added processing

Special finishing/protection

Special tooling/tooling costs

Quality control/assurance issues

Inspectability

Repair

Repeatability

Table 2-2 Typical Product Design Requirements for Aircraft Structure Development

Performance

Design loads and conditions

Associated air loads and accelerations

Fuel usage

Cabin and cargo hold loadings

Temperatures and associated environmental data

Fatigue spectra

Fail-safe and safe-life design

Aeroelasticity requirements

Airworthiness standards and design requirements

(Federal Aviation Administration: Federal Aviation Regulations, Advisory Circulars, etc.)

Cost

Design

Production

Preparations

Material handling

Safety

Environmental and waste disposal

Interfaces

Geometrical tolerances

Structural assembly

Surface smoothness and tolerances

Avionics

Propulsion

Environmental control

Passenger accommodations

Testing

Load-temperature-environment spectra fatigue

Quality

Repair and reinspection

Automated and nonautomated quality-control equipment

Vendor/supplier qualification for new materials part fabrication

Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×

Table 2-3 Summary of Designer Wants

Design Tools

Material/processing/manufacturing tradeoffs in concept design

Composite materials structures design tools

Quality materials-selection aids

Design Knowledge

Information on the competition

Lessons-learned knowledge base

Materials-use case base indexed by multiple attributes

Cost Knowledge

Cost models

Life-cycle costs

Manufacturing costs

Material prices

Design Cycle Time/Time to Market

More tradeoffs considered in given time Iteration for realistic materials targets

Reduce cycle time to market

Rapid deployment of new material

Risk Reduction

Trusted design and materials data

Reduced risk in selecting new materials/processes

Production Capabilities

Facility availability

Equipment availability

Workforce experience capability and availability

Viable supplier options

Expert Agents

Gather pertinent design information from multiple sources

Specific expert systems for each component design team

Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
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Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
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Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×
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Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×
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Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×
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Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×
Page 15
Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×
Page 16
Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×
Page 17
Suggested Citation:"2 Materials Selection in Structural Design." National Research Council. 1995. Computer-Aided Materials Selection During Structural Design. Washington, DC: The National Academies Press. doi: 10.17226/4829.
×
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The selection of the proper materials for a structural component is a critical activity that is governed by many, often conflicting factors. Incorporating materials expert systems into CAD/CAM operations could assist designers by suggesting potential manufacturing processes for particular products to facilitate concurrent engineering, recommending various materials for a specific part based on a given set of characteristics, or proposing possible modifications of a design if suitable materials for a particular part do not exist. This book reviews the structural design process, determines the elements, and capabilities required for a materials selection expert system to assist design engineers, and recommends the areas of expert system and materials modeling research and development required to devise a materials-specific design system.

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