- Project plans
- Project activities
- Legislation and standards
- Industry context
- Specialist wikis
Last edited 22 Nov 2020
Major cast metal components
Contemporary structures (buildings and bridges) may utilise cast metal components for a variety of reasons and applications. These include the ability to be shaped for structural or aesthetic purposes and to transfer loads at the interface between differing structural components. Applications include bridge bearings, cable hangers, node junctions and generally for ease of fabrication in volumetrically complex shapes.
Some of these components are required to accommodate movement: between two castings or a casting and another component. Movement may be linear or rotational; it may be occasional or fluctuate in a regular or irregular manner. It may be of a nature that could give rise to fatigue damage.
The design of castings requires special care because of the manner in which they are made; each designed cast is unique and ensuring the integrity of the final product requires specialist skills in design, material specification, control of the casting process, machining, construction and assembly on site. The structural qualities of interest in the final product may be strength, ductility, toughness, weldability and machineability.
All these metallurgical properties are affected by the mix chemistry and by the rates of product cooling post casting and possibly by later heat treatment. Pre-service non-destructive examination may be essential. The technology involved is beyond the normal skills in structural engineering so it is essential that proper advice is sought on product procurement. This is particularly important when the product dimensions are 'thick'.
Having a competent team involved with the design and specification of the cast metal component will ensure that the necessary skills and experience are brought to bear. If this competence is lacking within the design office advice should be sought, at an early stage in the design, from specialists, e.g. contractors, foundries, fabricators, materials consultants.
It is important that this is done before committed design decisions are made. It is equally important that those involved with the fabrication are also competent. The structural designer has a key role in placing the requisite quality standards in the context of the consequences of failure.
The consequences of a fracture may be catastrophic so the definition of requisite toughness is essential. The risk of fracture can be exacerbated by internal flaws and by shrinkage stresses at re-entrant corners.
Apart from the primary linear and/or rotational movements it is necessary to give thought as to whether any secondary movements may arise, perhaps unintended, and their likely significance.
The shape of the casting, and experience in the chosen configuration and size, will be key to success. Modifying the shape can reduce the risk of shrinkage cracking. Modifying thickness can render the cooling process more even. Advice may need to be taken from competent fabricators/ foundries.
Experience of casting configuration/sequence and size; extrapolation issues.
See below under 'Product'. The need for an understanding of the metallurgical and manufacturing aspects of cast steel including heat treatment, cooling rates, crack generators, toughness and ductility.
The contract must be clear as to which party is responsible for the design and production of the component and its metallurgical characteristics. This is particularly important in 'D&B' contract routes.
Casting may be subject to internal flaws and an appropriate NDE regime should be specified.
Specimens need to be taken from the same heat as the casting, for chemical and strength analysis. Other specimens may need to be subject to the same heat treatment (if used) for strength and fracture toughness testing.
Cast metal components generally require greater basic consideration of the manufacturing stage than say rolled steel components which are well covered by established BSs. It is vital that the various requirements are considered and covered in the procurement Specification. This should be specific as to:
Sufficient non-destructive inspection opportunities should be stipulated under guidance from the designer to assure both general quality and assurance of product reliability relative to its duty in service.
Cast metal components can often offer significant architectural and engineering benefits. However, it is important that their particular characteristics and requirements are appreciated and acted upon.
 Related articles on Designing Buildings Wiki
- Braced frame.
- Concrete-steel composite structures.
- Constructing steel buildings.
- Failure of metals.
- Galvanised steel.
- Long span roof.
- Metal fabrication.
- Metal roofing.
- Qualities needed for stainless steel suppliers.
- Stainless steel.
- Stainless steel vs. galvanised steel.
- Structural steelwork.
- Structures at the end of their design life.
- Super-strength steel structures.
- Types of steel.
- Types of structural load.
- Weathering steel.
Featured articles and news
Incorporating EDI into the provision of fair access.
Government announces global innovation strategy.
An architectural biography. Book review.
The house where the future king of France lived.
The teacher, architectural technologist and mum offers her insights.
Careful planning needed as supply chain issues continue.
The sensitive conversion of a neglected Cornwall structure.
Plan stresses local involvement in city, town and village development.
Environment Agency publishes BAT guidance.
CLC guidance outlines carbon reduction priorities.
Making the most of a staycation.
Organisation urges G20 to revisit wind energy.