Metallic industrial piping - Part 2: Materials

This part of EN 13480 covers the requirements for materials (including clad materials) for industrial piping and supports covered by EN 13480-1 constructed of metallic materials and is currently limited to steels with sufficient ductility below the creep range. It specifies the assessment of compliance for these materials. It also provides rules for the establishment of technical delivery conditions for materials for industrial piping.

Metallische industrielle Rohrleitungen - Teil 2: Werkstoffe

Tuyauteries industrielles métalliques - Partie 2: Matériaux

Kovinski industrijski cevovodi - 2. del: Materiali - Dopolnilo A2

Amandma A2:2011 je dodatek k standardu SIST EN 13480-2:2002.
Ta del EN 13480 zajema zahteve za materiale (vključno z obloženimi materiali) za industrijske cevovode in podpore, ki jih zajema EN 13480-1, narejene iz kovinskih materialov, in je trenutno omejen na jekla z zadostno preoblikovalnostjo pod razponom lezenja. Določa ocenjevanje skladnosti za te materiale. Zagotavlja tudi pravila za vzpostavitev tehničnih pogojev dostave materialov za industrijske cevovode.

General Information

Status
Withdrawn
Publication Date
09-Nov-2010
Withdrawal Date
26-Jun-2012
Current Stage
9960 - Withdrawal effective - Withdrawal
Start Date
27-Jun-2012
Completion Date
27-Jun-2012

Relations

Buy Standard

Amendment
EN 13480-2:2002/A2:2011
English language
39 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)


SLOVENSKI STANDARD
01-junij-2011
Kovinski industrijski cevovodi - 2. del: Materiali - Dopolnilo A2
Metallic industrial piping - Part 2: Materials
Metallische industrielle Rohrleitungen - Teil 2: Werkstoffe
Tuyauteries industrielles métalliques - Partie 2: Matériaux
Ta slovenski standard je istoveten z: EN 13480-2:2002/A2:2010
ICS:
77.140.75 Jeklene cevi in cevni profili Steel pipes and tubes for
za posebne namene specific use
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

EUROPEAN STANDARD
EN 13480-2:2002/A2
NORME EUROPÉENNE
EUROPÄISCHE NORM
November 2010
ICS 23.040.01
English Version
Metallic industrial piping - Part 2: Materials
Tuyauteries industrielles métalliques - Partie 2: Matériaux Metallische industrielle Rohrleitungen - Teil 2: Werkstoffe
This amendment A2 modifies the European Standard EN 13480-2:2002; it was approved by CEN on 16 April 2010.

CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for inclusion of this
amendment into the relevant national standard without any alteration. Up-to-date lists and bibliographical references concerning such
national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.

This amendment exists in three official versions (English, French, German). A version in any other language made by translation under the
responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the
official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, 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: Avenue Marnix 17, B-1000 Brussels
© 2010 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 13480-2:2002/A2:2010: E
worldwide for CEN national Members.

Contents Page
Foreword .3
Foreword .4
2 Normative references .4
Annex B (normative) Requirements for prevention of brittle fracture at low temperatures .6
B.1 General .6
B.2 Material selection and impact energy requirements .7
B.2.1 Method 1 .7
B.2.2 Method 2 . 15
B.2.3 Method 3 — Fracture mechanics analysis . 27
B.3 General test requirements . 28
B.3.1 General . 28
B.3.2 Sub-sized specimens . 29
B.4 Welds . 30
B.4.1 General . 30
B.4.2 Welding procedure qualification . 30
B.4.3 Production test plates . 30
B.5 Materials for use at elevated temperatures . 30
B.5.1 General . 30
B.5.2 Materials . 30
B.5.3 Welding procedure qualification and production test plates . 30
B.5.4 Start up and shut down procedure . 31
B.5.5 Pressure test . 31
Bibliography . 39

Foreword
This document (EN 13480-2:2002/A2:2010) has been prepared by Technical Committee CEN/TC 267
“Metallic industrial piping”, the secretariat of which is held by AFNOR.
This Amendment to the European Standard EN 13480-3:2002 shall be given the status of a national standard,
either by publication of an identical text or by endorsement, at the latest by May 2011, and conflicting national
standards shall be withdrawn at the latest by May 2011.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights.
This document has been prepared under a mandate given to CEN by the European Commission and the
European Free Trade Association, and supports essential requirements of EU Directive(s).
For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document.
This document includes the text of the amendment itself. The corrected pages of EN 13480-2 will be delivered
as issue 13 of the standard.
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, 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.

Foreword
The text of the foreword shall include reference to EN 13480-8:
Part 8: Additional requirements for aluminium and aluminium alloy piping

Add the following references to clause 2:
2 Normative references
EN 1092-1:2007, Flanges and their joints — Circular flanges for pipes, valves, fittings and accessories, PN
designated — Part 1: Steel flanges
EN 10216-2:2002+A2:2007, Seamless steel tubes for pressure purposes — Technical delivery conditions —
Part 2: Non-alloy and alloy steel tubes with specified elevated temperature properties
EN 10216-3:2002/A1:2004, Seamless steel tubes for pressure purposes — Technical delivery conditions —
Part 3: Alloy fine grain steel tubes
EN 10216-4:2002/A1:2004, Seamless steel tubes for pressure purposes — Technical delivery conditions —
Part 4: Non-alloy and alloy steel tubes with specified low temperature properties
EN 10217-4:2002/A1:2005, Seamless steel tubes for pressure purposes — Technical delivery conditions —
Part 4: Non-alloy and alloy steel tubes with specified low temperature properties
EN 10217-6:2002/A1:2005, Welded steel tubes for pressure purposes — Technical delivery conditions — Part
6: Submerged arc welded non-alloy steel tubes with specified low temperature properties
EN 10217-3:2002/A1:2005, Welded steel tubes for pressure purposes — Technical delivery conditions —
Part 3: Alloy fine grain steel tubes
EN 10222-4:1998/A1:2001, Steel forgings for pressure purposes — Part 4: Weldable fine grain steels with
high proof strength
EN 10269:1999/A1:2006, Steels and nickel alloys for fasteners with specified elevated and/or low temperature
properties
EN 20898-2:1993, Mechanical properties of fasteners — Part 2: Nuts with specified proof load values —
Coarse thread (ISO 898-2:1992)
EN ISO 898-1:2009, Mechanical properties of fasteners made of carbon steel and alloy steel — Part 1: Bolts,
screws and studs with specified property classes — Coarse thread and fine pitch thread (ISO 898-1:2009)
EN ISO 3506-1:2009, Mechanical properties of corrosion-resistant stainless steel fasteners — Part 1: Bolts,
screws and studs (ISO 3506-1:2009)
EN ISO 3506-2:2009, Mechanical properties of corrosion-resistant stainless steel fasteners — Part 2: Nuts
(ISO 3506-2:2009)
Delete existing Annex B and replace it with the following text:
Annex B
(normative)
Requirements for prevention of brittle fracture at low temperatures
B.1 General
This annex distinguishes between pressure equipment that has design temperature for normal operation
higher or lower than 50 °C.
For pressure equipment with normal operation temperatures higher than 50 °C B.5 applies. If B.5 is not
applicable, the following rules for lower normal operation temperatures shall be used.
For pressure equipment with design temperature equal to or less than 50 °C this annex specifies three
1)
alternative methods for establishing criteria for the prevention of low temperature brittle fracture of steels in
the form of plate, strip, tubes, fittings, forgings, castings, flanges, fasteners and weldments used in pressure
parts. In this case, the temperature for the design T shall be determined . The criteria are based on impact
R
energy requirements at specified temperatures for the base material, heat affected zone (including the fusion
line) and weld metals.
The three methods are:
Method 1 Code of Practice:
Technical requirements
a) based on the assumption that T = T as specified in harmonised European Material
R 27J
Standards and that it is possible to achieve these minimum properties after fabrication;
b) calculated from the principles of fracture mechanics used for Method 2 for C and CMn steels
with yield strength < 460 N/mm and
c) based on operating experience for Ni-alloyed steels with Ni > 1,5 % up to 9 %, for austenitic
steels and for bolts and nuts.
Method 2 Method developed from the principles of fracture mechanics and from operating experiences:
A more flexible approach than Method 1 for derivation of technical requirements applicable to C,
CMn and low alloy ferritic steels with a specified minimum yield strength ≤ 500 N/mm and for
austenitic-ferritic steels with a specified minimum yield strength ≤ 550 N/mm . This method can
be applied for these steels to a wider range of thicknesses and temperatures than Method 1
because T must not be equal to T (see Figures B.2–1 to B.2–11). In addition for ferritic
R 27J
steels with max. 355 N/mm in PWHT condition operation experience was considered for
higher thicknesses.
Method 3 The application of a fracture mechanics analysis:
This general method is applicable to cases not covered by methods 1 or 2. This method may
also be used to justify deviations from the requirements of Method 1 or 2. Only general

1)
Including temperatures at pressure tests
See EN 13480-2:2002, 3.1.3.
guidance is given on the use of this method which shall only be used in agreement with the
parties concerned.
Each of the three methods may be used independently. It is only necessary to satisfy the requirement of any
one method.
All applicable combinations of the temperatures T (minimum metal temperature) and T (temperature
M S
adjustment term) shall be considered and the lowest possible T -value (design reference temperature) shall
R
be used for the determination of the required material impact test temperature.
NOTE For definitions of temperature terms see 3.1.1 to 3.1.4.
B.2 Material selection and impact energy requirements
The methods specified in B.2.1 (Method 1) or B.2.2 (Method 2) shall be used to determine the impact energy
required to avoid brittle fracture. Alternatively, B.2.3 (Method 3) may be used to determine the required
toughness. The method used shall be fully documented, in order to ensure that compliance can be verified.
Reference thickness for constructional details is defined in Table B.5-1.
B.2.1 Method 1
B.2.1.1 General
Method 1 allows the selection of materials taken from harmonised European material standards with regard to
prevention of brittle fracture. Table B.2–1 gives an overview to the following tables by steel type and product
form.
The weld metal, the heat affected zone and other parts affected by manufacturing processes shall satisfy the
same impact energy requirements as the guaranteed minimum properties for the base material at T given in
R
the tables.
The tables list design reference temperatures for maximum thickness at given strength levels represented by
steels from h
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.