ISO 27306:2016
Metallic materials — Method of constraint loss correction of CTOD fracture toughness for fracture assessment of steel components
Metallic materials — Method of constraint loss correction of CTOD fracture toughness for fracture assessment of steel components
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 49
- Дата публикации:
- 19 сентября 2016 г.
- Издание:
- ISO IS 27306 edition 2 version 1
- ICS:
- 77.040.10
In fracture assessments of steel structures containing cracks, it has generally been assumed that the fracture resistance of fracture toughness specimens is equal to the fracture resistance of structural components. However, such an assumption often leads to excessively conservative fracture assessments. This is due to a loss of plastic constraint in structural components, which are subjected mainly to tensile loading. By contrast, fracture toughness specimens hold a constrained stress state near the crack-tip due to bending mode. The loss of constraint is significant for high strength steels with high yield-to-tensile ratios (= yield stress/tensile strength) which have been extensively developed and widely applied to structures in recent years. ISO 27306:2016 specifies a method for converting the CTOD (crack-tip opening displacement) fracture toughness obtained from laboratory specimens to an equivalent CTOD for structural components, taking constraint loss into account. This method can also apply to fracture assessment using the stress intensity factor or the J-integral concept (see Clause 9). ISO 27306:2016 deals with the unstable fracture that occurs from a crack-like defect or fatigue crack in ferritic structural steels. Unstable fracture accompanied by a significant amount of ductile crack extension and ductile fractures are not included in the scope hereof. The CTOD fracture toughness of structural steels is measured in accordance with the established test methods, ISO 12135[1] or BS 7448-1. The fracture assessment of a cracked component is done using an established method such as FAD (Failure Assessment Diagram) in the organization concerned, and reference is not made to the details thereof in ISO 27306:2016. It can be used for eliminating the excessive conservatism frequently associated with the conventional fracture mechanics methods and accurately assessing the unstable fracture initiation limit of structural components from the fracture toughness of the structural steel. This is also used for rationally determining the fracture toughness of materials to meet the design requirements of performance of structural components.
Abstract
Overview
ISO 27306:2016 - Metallic materials - Method of constraint loss correction of CTOD fracture toughness for fracture assessment of steel components - provides a standardized procedure to adjust laboratory CTOD (crack‑tip opening displacement) fracture toughness for the loss of plastic constraint that occurs in real structural components. The standard links specimen measurements to an equivalent CTOD for wide‑plate components (surface and through‑thickness cracks) so that fracture assessments are less conservative and more realistic for modern high‑strength ferritic steels.
Key topics and technical requirements
- Scope: Applies to unstable cleavage fracture initiation from crack‑like defects or fatigue cracks in ferritic structural steels. Excludes cases dominated by large ductile crack extension.
- Constraint loss correction: Introduces the equivalent CTOD ratio (β) defined as the ratio of specimen CTOD to component CTOD at the same Weibull stress level. β accounts for reduced plastic constraint in tensile‑loaded components vs. constrained fracture toughness specimens.
- Fracture driving forces: Uses CTOD as primary metric; method is also applicable to stress intensity factor (K) and J‑integral approaches (see Clause 9).
- Weibull statistical approach: Uses Weibull stress (σW) and shape parameter m to link specimen and component fracture probabilities; β depends on m, yield‑to‑tensile ratio (RY), crack type and size, and deformation level (beyond SSY).
- Assessment levels: Defines three assessment levels (I - simplified, II - normal, III - material‑specific) with progressively more detailed procedures for estimating β.
- Component geometries: Covers four wide‑plate cases - CSCP, ESCP, CTCP, ETCP (centre/edge surface and through‑thickness cracks).
- Data requirements: CTOD measured per established test methods; recommended use of multiple test results and user‑agreed assessment procedures (for example, FAD).
Applications and who uses it
- Practical use: Convert laboratory CTOD to an equivalent component CTOD for fracture assessments, eliminate excessive conservatism, set material acceptance criteria, and determine required toughness to meet structural deformability.
- Users: Fracture mechanics engineers, materials and structural integrity specialists, pipeline and pressure‑vessel designers, weld engineers, inspection and fitness‑for‑service (FFS) practitioners, and standards/codes committees.
- Industries: Oil & gas, petrochemical, shipbuilding, bridges, heavy fabrication and any sector using high‑strength ferritic steels where accurate brittle fracture assessment is critical.
Related standards
- ISO 12135 (CTOD / unified quasistatic fracture toughness test methods)
- BS 7448‑1 (fracture toughness test methods)
- ASTM E1921 (for guidance on size and temperature effects and statistical considerations)
ISO 27306:2016 helps translate laboratory fracture toughness into a realistic performance metric for components by accounting for plastic constraint loss - a key step for reliable, less conservative fracture assessments of modern steels.
Технические детали
- Технический комитет
- ISO/TC 164/SC 4 - Fatigue, fracture and toughness testing
- SKU
- ISO 27306:2016
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