Guidance for forming of structural steels in processing

This CEN Technical Report provides guidance for forming during processing of structural steel products conforming to EN 10025 Parts 2 to 6 and EN 10149 Parts 2 and 3. This Technical Report covers hot and cold forming processes and local hot forming used in flame-straightening operations.
This Technical Report does not cover the special measures necessary for the fabrication of structural components that are subjected predominantly to alternating stresses or that come into contact with aggressive media.

Hinweise für das Umformen von Baustählen bei der Verarbeitung

Guide pour le formage des aciers de construction lors de leur mise en oeuvre

Vodilo za oblikovanje konstrukcijskih jekel med predelavo

General Information

Status
Published
Publication Date
11-Apr-2006
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
12-Apr-2006
Due Date
25-Jul-2006
Completion Date
12-Apr-2006

Overview

CEN/TR 10347:2006 - "Guidance for forming of structural steels in processing" is a CEN Technical Report that gives practical guidance for forming operations on structural steel products manufactured to EN 10025 (Parts 2–6) and EN 10149 (Parts 2–3). It covers hot forming, cold forming, and local hot forming used in flame-straightening, and explains effects of forming on mechanical properties, heat treatment needs, and process verification. The report does not address special fabrication measures for components mainly subjected to alternating stresses or exposed to aggressive media.

Key topics and requirements

  • Scope and definitions: Clear definitions of hot forming, cold forming and flame-straightening and the temperatures typically associated with each process.
  • Hot forming guidance:
    • Recommended temperature window for hot forming (generally above ~900 °C but below ~1050 °C, preferably ≤1020 °C).
    • Advice on heating rates, holding times, cooling (air cooling recommended), and when post-forming heat treatment (normalizing) is required or may be omitted.
    • Need for temperature monitoring and process verification, especially when heat treatment is not repeated after forming.
  • Cold forming guidance:
    • Suitability of EN 10025 and EN 10149 steels for cold forming and cautions about forming in the 200–380 °C range.
    • Effects of strain hardening: increased yield strength, reduced ductility/toughness, and potential welding limitations.
    • When stress-relief or renormalizing may be necessary after extensive cold forming.
  • Flame-straightening guidance:
    • Describes flame-straightening patterns (hot points, lines, wedges) and limits on flame-straightening temperatures (generally keep ≤ ~700 °C to avoid austenitization and property degradation).
    • Emphasis on rapid, local heating and restraint techniques to control shape change and material effects.

Practical applications and users

This Technical Report is practical for:

  • Structural steel fabricators and welders performing bending, pressing, bending radii, inductive bending or flame-straightening.
  • Steel manufacturers advising on process compatibility and delivery conditions.
  • Structural engineers, quality managers and inspectors planning fabrication sequences, heat treatment, or process verification.
  • Procurement teams specifying steel grades and order options for enhanced formability.

Practical takeaways:

  • Select steel grades and order options tailored for forming (EN 10025 provides special grades/options).
  • Perform pre-production trials or manufacturer consultation for unfamiliar forming operations.
  • Monitor and control temperatures; plan post-forming heat treatments when required.

Related standards

  • EN 10025 (Parts 2–6) - structural steel product delivery conditions and grades
  • EN 10149 (Parts 2–3) - high-strength steels for cold forming
  • EN 1011-2 - welding guidance (related revision history)
  • EN 1993-1-10 - links cold forming degree to toughness requirements

Keywords: CEN/TR 10347:2006, guidance for forming, structural steels, hot forming, cold forming, flame-straightening, EN 10025, EN 10149, heat treatment, steel fabrication.

Technical report

TP CEN/TR 10347:2006

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11 pages
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Frequently Asked Questions

CEN/TR 10347:2006 is a technical report published by the European Committee for Standardization (CEN). Its full title is "Guidance for forming of structural steels in processing". This standard covers: This CEN Technical Report provides guidance for forming during processing of structural steel products conforming to EN 10025 Parts 2 to 6 and EN 10149 Parts 2 and 3. This Technical Report covers hot and cold forming processes and local hot forming used in flame-straightening operations. This Technical Report does not cover the special measures necessary for the fabrication of structural components that are subjected predominantly to alternating stresses or that come into contact with aggressive media.

This CEN Technical Report provides guidance for forming during processing of structural steel products conforming to EN 10025 Parts 2 to 6 and EN 10149 Parts 2 and 3. This Technical Report covers hot and cold forming processes and local hot forming used in flame-straightening operations. This Technical Report does not cover the special measures necessary for the fabrication of structural components that are subjected predominantly to alternating stresses or that come into contact with aggressive media.

CEN/TR 10347:2006 is classified under the following ICS (International Classification for Standards) categories: 77.140.10 - Heat-treatable steels. The ICS classification helps identify the subject area and facilitates finding related standards.

You can purchase CEN/TR 10347:2006 directly from iTeh Standards. The document is available in PDF format and is delivered instantly after payment. Add the standard to your cart and complete the secure checkout process. iTeh Standards is an authorized distributor of CEN standards.

Standards Content (Sample)


SLOVENSKI STANDARD
01-september-2006
Vodilo za oblikovanje konstrukcijskih jekel med predelavo
Guidance for forming of structural steels in processing
Hinweise für das Umformen von Baustählen bei der Verarbeitung
Guide pour le formage des aciers de construction lors de leur mise en oeuvre
Ta slovenski standard je istoveten z: CEN/TR 10347:2006
ICS:
77.140.10
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

TECHNICAL REPORT
CEN/TR 10347
RAPPORT TECHNIQUE
TECHNISCHER BERICHT
April 2006
ICS 77.140.10
English Version
Guidance for forming of structural steels in processing
Guide pour le formage des aciers de construction lors de Hinweise für das Umformen von Baustählen bei der
leur mise en oeuvre Verarbeitung
This Technical Report was approved by CEN on 13 March 2006. It has been drawn up by the Technical Committee ECISS/TC 10.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,
Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,
Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36  B-1050 Brussels
© 2006 CEN All rights of exploitation in any form and by any means reserved Ref. No. CEN/TR 10347:2006: E
worldwide for CEN national Members.

Contents Page
Foreword .3
1 Scope .4
2 Terms and definitions.4
3 General principles.4
4 Hot forming.5
5 Cold forming.7
6 Flame-straightening.8
Bibliography.11

Foreword
This Technical Report (CEN/TR 10347:2006) has been prepared by Technical Committee ECISS/TC 10
"Structural steels – Grades and qualities", the secretariat of which is held by NEN.
In the ECISS/TC 10 meeting of 8 and 9 December 1998 it was decided with Resolution
ECISS/TC 10 no 2/1998 to publish ECSC IC 2 as a CEN report. The part on welding in ECSC IC 2 has been
revised by CEN/TC 121 and has resulted in EN 1011-2. The part on formability has been revised in this CEN
Technical Report.
1 Scope
This CEN Technical Report provides guidance for forming during processing of structural steel products
conforming to EN 10025 Parts 2 to 6 and EN 10149 Parts 2 and 3. This Technical Report covers hot and cold
forming processes and local hot forming used in flame-straightening operations.
This Technical Report does not cover the special measures necessary for the fabrication of structural
components that are subjected predominantly to alternating stresses or that come into contact with aggressive
media.
2 Terms and definitions
For the purposes of this Technical Report, the following terms and definitions apply.
2.1
hot forming
forming at temperatures in the austenite range, generally around 900 °C depending on the chemical
composition of the steel grade
2.2
cold forming
forming up to the highest temperature permissible for stress relieving, generally in the range of 530 °C to
580 °C
NOTE See the relevant part of EN 10025 (e.g. 7.3.1.1 of EN 10025-1:2004 and 7.4.1.1 of EN 10149-1:1995).
2.3
flame-straightening
local quick heating of a component with a short holding time (generally less than one minute) at the flame-
straightening temperature
2.4
flame-straightening temperature
highest temperature arising in the component during flame-straightening
3 General principles
With rising minimum yield strength values for structural steels and with an increasing wall thickness of
structural steel products, extra care needs to be taken during subsequent processing of steel products.
Furthermore, the technical delivery conditions of steel products complying with EN 10025 and EN 10149 will
depend on the actual process route used by the steel product manufacturer.
In general, suitable steel grades for the special forming situation should be selected. EN 10025 also defines
special steel grades for cold forming and additional options for ensuring forming properties which should be
preferably used. In cases which are not covered by these order options the steel manufacturer should be
consulted. All steel grades of EN 10149 are suitable for cold forming.
In individual cases outside of the specific guidance given here, especially when using structural steels for the
first time, forming should be based on prior experience. This may be based on pre-production procedure trials
undertaken by the fabricator or on documented trials undertaken by the steel product manufacturer.
If a manufacturer wants to ensure that the hot forming, cold forming or flame-straightening process intended to
be applied will not detrimentally influence the mechanical properties of the structure, a process verification
should be performed.
NOTE Temperatures referred to in this Technical Report are measured at the steel product surface and not
somewhere in the furnace. Allowance should be made for the fact that the temperatures in the product may not be uniform.
4 Hot forming
4.1 General
4.1.1 The following products can generally be subjected to hot forming:
� non alloy structural steels supplied as-rolled for normalizing by the purchaser (see 7.3.1.3 of
EN 10025-2:2004) or supplied in the normalized delivery condition conforming to EN 10025-2;
� normalized fine-grain structural steels conforming to EN 10025-3 and EN 10149-3;
� structural steels with improved atmospheric corrosion resistance supplied as-rolled for normalizing by the
purchaser (see 7.3.1.3 of EN 10025-5:2004) or supplied in the normalized delivery condition conforming
to EN 10025-5.
It is not envisaged that thermomechanical rolled steel grades conforming to EN 10025-2, EN 10025-4 and
EN 10149-2 or quenched and tempered steels conforming to EN 10025-6 should require further processing by
hot forming. The strength properties of thermomechanical rolled steel grades, the material condition of which
is not achievable or reproducible by a heat treatment alone, are impaired by hot forming during further
processing.
For quenched and tempered steels the necessary heat treatment after hot forming is very difficult to reproduce.
4.1.2 Where special hot forming operations are performed, e.g. hole flanging or inductive bending, the steel
product manufacturer should be consulted. Process verification for induction bending should ensure that both
the steel and the process are matched.
4.1.3 Where only local heating to hot forming temperature is involved, other than flame-straightening,
attention should be paid to the fact that, apart from the region heated in regular fashion to normalizing
temperature, areas appear with temperatures between the lower limiting temperature for normalizing and the
upper limiting temperature for stress relieving. In these areas, the material properties can be impaired,
depending on the heating technique, temperature, and duration involved.
The area heated into the two phase regime ferrite-austenite is experienced to be particularly critical for both
strength and toughness.
4.2 Temperature during hot forming
To carry out hot forming, the work piece should be heated above 900 °C, but not above 1050 °C, preferably
not above 1020 °C. After reaching the planned temperature for the work piece, holding at that temperature to
ensure a uniform temperature in the work piece is only necessary if stipulated in the relevant steel product
standard.
NOTE 1 The temperature of 900 °C relates to the lower temperatures for normalizing.
NOTE 2 For quenched and tempered steels see 4.1.1.
Heating rates should be as fast as possible and holding times should be as short as possible. For this reason,
work pieces should not be heated in a pile.
During hot forming, the temperature should not drop below the lower limit of admissible temperatures as given
in Table 1. In particular, when the product thickness is small (less than 15 mm) the heat flow from the work
piece to the forming devices should be taken into account during hot forming.
After hot forming, the work piece should generally be cooled in air, in order to ensure a minimum of
deformation due to internal stresses. The cooling rate should be kept as similar as possible to the one applied
to the original product.
In general, the cooling rate after hot forming depends on the shape and wall thickness of the component. In
particular, the cooling rate of products with a small thickness is significantly higher when the work piece is
cooled in contact with the forming devices than in contact with air. For this reason, retarded cooling or
tempering may be necessary in special cases for normalized steel grades with minimum yield strength values
equal to or greater than 420 MPa and small wall thickness (less than 15 mm). Details should be obtained from
the steel product manufacturer.
The temperature should be monitored in all hot forming operations in order to ensure that, during the forming
operation, the highest allowable temperature is not exceeded (see 4.3.2). This is of particular importance
where the heat treatment of the work piece is not intended to be repeated after forming.
4.3 Heat treatment after hot forming
4.3.1 Heating to a temperature greater than about 50 K above the transformation temperature Ac , at
which austenitization is completed, in particular if combined with a long holding time, leads to grain growth and
thereby impairs the toughness properties and the yield strength. For this reason, after hot forming the finished
component should be heat treated generally in accordance with the advice of the steel product manufacturer
or the relevant steel product standard.
It is essential that normalized steel grades are renormalized. This is of particular importance where fabrication
processes require the normalizing of the component after hot forming. Under these circumstances, a
normalized steel product could be ordered in the 'as-rolled' delivery condition. The steel product manufacturer
should be consulted for advice.
4.3.2 With normalized steel grades, normalizing after hot forming may be omitted in the following cases:
a) After single-step hot forming, normalizing of the finished component may be omitted if the process has
been undertaken within the limits given in Table 1.
Table 1 — Criteria for omitting renewed heat treatment after single-step hot forming
Test temperature for Steel grade Maximum temperature Lowest temperature at the end of
verification of Charpy before hot forming hot forming with the degree of hot
a
impact energy for
...

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CEN/TR 10347:2006は、構造鋼製品の加工における成形に関するガイダンスを提供する重要な技術報告書です。この標準は、EN 10025のパート2から6およびEN 10149のパート2と3に適合する構造鋼製品の熱間成形および冷間成形、さらに火炎直進作業で使用される局所的な熱成形プロセスを網羅しています。 この標準の強みは、構造鋼の加工において広範な適用範囲を持ち、実務に役立つ具体的な指針を提供している点です。特に、熱間成形と冷間成形のプロセスが詳細に説明されていることにより、製造業者やエンジニアが質の高い製品を効率的に生産するための重要なリソースとなっています。また、地元での熱成形に関する情報も含まれており、特定の加工手法に対する正しい理解を促進します。 ただし、この技術報告書は、交互応力にさらされる構造部品の製造や、攻撃的メディアに接触する部品に必要な特別な措置については言及していません。この点は、実際の応用において考慮すべき重要な要素であり、特定の条件下での追加的な指針を求める必要があります。 総じて、CEN/TR 10347:2006は、構造鋼製品の電子工業や建設業において、その加工プロセスの標準化に寄与し、業界のベストプラクティスとして機能するのに十分な価値を持っています。

Le document de normalisation SIST-TP CEN/TR 10347:2006 propose une approche exhaustive concernant la formation des aciers structuraux lors de leur traitement. Ce rapport technique européen constitue une ressource précieuse pour les professionnels du secteur, en fournissant des directives claires sur les processus de formage à chaud et à froid, ainsi que sur le formage local à chaud utilisé dans les opérations de redressement à la flamme. Le champ d'application de cette norme est bien défini, englobant les produits en acier conformes aux normes EN 10025, Parties 2 à 6, et EN 10149, Parties 2 et 3. Cela souligne sa pertinence pour les applications industrielles actuelles, en s'assurant que les pratiques recommandées sont en adéquation avec les exigences spécifiques d'un large éventail d'aciers structuraux. Parmi les points forts de cette norme, on peut noter sa capacité à aborder les techniques de formage tant pour les procédés à chaud que pour ceux à froid, ce qui représente un avantage significatif pour les ingénieurs et les techniciens concernés par la transformation des matériaux. En considérant également les procédés de traitement en ligne, le rapport offre une perspective globale qui peut améliorer la qualité et la durabilité des produits finis. Bien que la norme ne couvre pas les mesures spéciales pour la fabrication de composants structuraux soumis principalement à des efforts alternés ou en contact avec des milieux agressifs, cela ne diminue pas sa valeur globale. Au contraire, cette délimitation de son champ d’application permet de concentrer les efforts sur les méthodes de formage les plus pertinentes et les plus courantes dans l'industrie de l'acier. En conclusion, le CEN/TR 10347:2006 est un document essentiel pour les acteurs du secteur de la fabrication d'aciers structuraux, offrant des conseils pratiques qui peuvent contribuer à optimiser la mise en œuvre des processus de formage tout en garantissant la conformité avec les standards européens.

CEN/TR 10347:2006 표준은 구조 강재 가공 과정에서의 성형에 대한 지침을 제공하는 중요한 기술 보고서입니다. 이 문서는 EN 10025 2부에서 6부 및 EN 10149 2부와 3부에 부합하는 구조 강재 제품의 성형 과정을 다룹니다. 이 표준의 주요 범위는 뜨거운 성형 및 차가운 성형, 그리고 불꽃 직선화 작업에서 사용되는 지역적 뜨거운 성형 과정을 포함합니다. CEN/TR 10347:2006의 강점 중 하나는 다양한 성형 방법에 대한 포괄적인 지침을 제공한다는 점입니다. 이 표준은 사용자가 각 성형 방법의 특징과 적용 가능한 조건을 이해하는 데 도움을 주어, 구조 강재 제품의 품질과 안정성을 높이는 데 기여합니다. 특히 뜨거운 성형 및 차가운 성형 공정의 세부사항을 명확히 기술하여, 실무자들이 실제 적용할 때 유익한 정보를 제공합니다. 또한, 이 기술 보고서는 구조 강재의 제조 공정에서 고려해야 할 여러 요소들을 다루기 때문에, 연구자 및 엔지니어들이 관련 프로젝트에 적용할 수 있는 실질적인 참고 자료 역할을 합니다. 구조 강재의 가공 및 성형 작업 시 발생할 수 있는 여러 도전과제에 대한 귀중한 가이드를 제공함으로써, 모든 관련 분야에서 요구되는 안전성과 품질 기준을 충족할 수 있도록 지원합니다. 다만, CEN/TR 10347:2006는 교대 하중에 주로 노출되거나 공격적인 매체와 접촉하는 구조 부품의 제작에 필요한 특별한 조치를 포함하지 않는다는 점을 유의해야 합니다. 이러한 제한 사항은 사용자가 이 표준이 모든 경우에 적용되지 않을 수 있다는 점을 알고 있어야 함을 의미합니다. 결국 CEN/TR 10347:2006은 구조 강재 성형의 표준을 설정하여, 산업계에서의 관련성 뿐만 아니라, 최신 기술 동향과 품질 요구 사항을 반영하는 중요한 문서입니다. 이 표준은 강재 가공 분야에서 실무자들이 필요한 지식을 얻고, 제품 품질을 보장하는 데 큰 도움이 될 것입니다.

The CEN/TR 10347:2006 standard provides a comprehensive framework for the forming of structural steels in processing. This technical report is critical for professionals working with structural steel products, as it aligns with European norms, specifically EN 10025 Parts 2 to 6 and EN 10149 Parts 2 and 3. The scope of this standard is particularly valuable as it encompasses both hot and cold forming processes, offering clear guidance on local hot forming techniques applied in flame-straightening operations. One of the strengths of CEN/TR 10347:2006 is its detailed exploration of the forming processes relevant to structural steel, which enhances the quality and performance of manufactured components. By addressing both hot and cold forming, the standard ensures that designers and engineers can adopt appropriate methodologies based on the specific requirements of their projects. Furthermore, the inclusion of guidance on local hot forming in flame-straightening operations is a notable benefit, providing practitioners with essential knowledge to mitigate defects during the processing phase. While the standard is robust in its offerings, it is crucial to note that it does not delve into the special measures for fabricating structural components that experience predominantly alternating stresses or those exposed to aggressive media. This limitation means that users must seek additional guidance for these specific scenarios, thereby underscoring the importance of integrating supplemental resources alongside CEN/TR 10347:2006 for a comprehensive understanding of all aspects of structural steel fabrication. Overall, the CEN/TR 10347:2006 serves as a vital resource, delivering essential guidelines for professionals engaged in the processing of structural steels. Its relevance and strengths make it a key document for ensuring best practices in forming processes, while its clear delineation of scope helps users navigate its specific applications effectively.

Die CEN/TR 10347:2006 bietet eine umfassende Anleitung für die Formgebung von Stahlkonstruktionen während der Verarbeitung. Diese technische Richtlinie ist äußerst relevant für alle, die mit der Fertigung von Baustählen gemäß den Normen EN 10025 Teile 2 bis 6 und EN 10149 Teile 2 und 3 arbeiten. Der Geltungsbereich dieser Norm umfasst sowohl Warm- als auch Kaltumformungsprozesse sowie lokale Warmumformung, die bei der Flammengeradebiegeoperation eingesetzt wird. Ein herausragendes Merkmal der CEN/TR 10347:2006 ist ihre Fähigkeit, Praktikern in der Stahlindustrie eine klare und systematische Anleitung zu bieten, die zu einer höheren Qualität und Sicherheit der Endprodukte führt. Die Standardisierung dieser Verfahren trägt zur Effizienz in der Produktion bei und minimiert Fehlerquellen, was insbesondere in der Konstruktion von Tragwerken von entscheidender Bedeutung ist. Die Relevanz dieser Norm zeigt sich auch in ihrer umfassenden Abdeckung der verschiedenen Umformungsprozesse. Unternehmen, die sich an diese Richtlinie halten, können sicherstellen, dass sie die Anforderungen der europäischen Normen einhalten und gleichzeitig innovative Verfahren in der Stahlverarbeitung anwenden. Erwähnenswert ist, dass die technische Dokumentation die Grenzen dieser Norm klar definiert, indem sie auf spezielle Maßnahmen verweist, die für die Herstellung von Tragwerken erforderlich sind, die hauptsächlich Wechselbeanspruchungen ausgesetzt sind oder die mit aggressiven Medien in Kontakt kommen. Dies sorgt für eine klare Abgrenzung und hilft, Missverständnisse zu vermeiden. Insgesamt stellt die CEN/TR 10347:2006 eine wertvolle Ressource für Fachleute dar, die sich mit der Verarbeitung von Baustählen beschäftigen. Ihre detaillierte und gezielte Anleitung zur Formgebung stärkt die Wettbewerbsfähigkeit der Branche und fördert die Entwicklung von qualitativ hochwertigen, nachhaltig produzierten Stahlkonstruktionen.