SIST-TS CEN ISO/TS 35105:2020

SLOVENSKI STANDARD
SIST-TS CEN ISO/TS 35105:2020
01-januar-2020
Industrija za predelavo nafte in zemeljskega plina - Obratovanje v arktičnem okolju
- Zahteve za materiale za obratovanje v arktičnem okolju (ISO/TS 35105:2018)
Petroleum and natural gas industries - Arctic operations - Material requirements for arctic
operations (ISO/TS 35105:2018)
Erdöl- und Erdgasindustrie - Arktisbetrieb - Werkstoffanforderungen für den Arktisbetrieb
(ISO/TS 35105:2018)
Industries du pétrole et du gaz naturel - Opérations en Arctique - Exigences applicables
aux matériaux pour les opérations en Arctique (ISO/TS 35105:2018)
Ta slovenski standard je istoveten z: CEN ISO/TS 35105:2019
ICS:
75.020 Pridobivanje in predelava Extraction and processing of
nafte in zemeljskega plina petroleum and natural gas
SIST-TS CEN ISO/TS 35105:2020 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST-TS CEN ISO/TS 35105:2020


CEN ISO/TS 35105
TECHNICAL SPECIFICATION

SPÉCIFICATION TECHNIQUE

October 2019
TECHNISCHE SPEZIFIKATION
ICS 75.020
English Version

Petroleum and natural gas industries - Arctic operations -
Material requirements for arctic operations (ISO/TS
35105:2018)
Industries du pétrole et du gaz naturel - Opérations en Erdöl- und Erdgasindustrie - Arktisbetrieb -
Arctique - Exigences applicables aux matériaux pour Werkstoffanforderungen für den Arktisbetrieb (ISO/TS
les opérations en Arctique (ISO/TS 35105:2018) 35105:2018)
This Technical Specification (CEN/TS) was approved by CEN on 13 October 2019 for provisional application.

The period of validity of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to
submit their comments, particularly on the question whether the CEN/TS can be converted into a European Standard.

CEN members are required to announce the existence of this CEN/TS in the same way as for an EN and to make the CEN/TS
available promptly at national level in an appropriate form. It is permissible to keep conflicting national standards in force (in
parallel to the CEN/TS) until the final decision about the possible conversion of the CEN/TS into an EN is reached.

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, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and
United Kingdom.





EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2019 CEN All rights of exploitation in any form and by any means reserved Ref. No. CEN ISO/TS 35105:2019 E
worldwide for CEN national Members.

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CEN ISO/TS 35105:2019 (E)
Contents Page
European foreword . 3

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CEN ISO/TS 35105:2019 (E)
European foreword
The text of ISO/TS 35105:2018 has been prepared by Technical Committee ISO/TC 67 "Materials,
equipment and offshore structures for petroleum, petrochemical and natural gas industries” of the
International Organization for Standardization (ISO) and has been taken over as
CEN ISO/TS 35105:2019 by Technical Committee CEN/TC 12 “Materials, equipment and offshore
structures for petroleum, petrochemical and natural gas industries” the secretariat of which is held by
NEN.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
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, Republic of
North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the
United Kingdom.
Endorsement notice
The text of ISO/TS 35105:2018 has been approved by CEN as CEN ISO/TS 35105:2019 without any
modification.

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SIST-TS CEN ISO/TS 35105:2020
TECHNICAL ISO/TS
SPECIFICATION 35105
First edition
2018-04
Petroleum and natural gas
industries — Arctic operations —
Material requirements for arctic
operations
Industries du pétrole et du gaz naturel — Opérations en Arctique —
Exigences relatives au matériel requis pour les opérations en Arctique
Reference number
ISO/TS 35105:2018(E)
©
ISO 2018

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ISO/TS 35105:2018(E)

COPYRIGHT PROTECTED DOCUMENT
© ISO 2018
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication may
be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying, or posting
on the internet or an intranet, without prior written permission. Permission can be requested from either ISO at the address
below or ISO’s member body in the country of the requester.
ISO copyright office
CP 401 • Ch. de Blandonnet 8
CH-1214 Vernier, Geneva
Phone: +41 22 749 01 11
Fax: +41 22 749 09 47
Email: copyright@iso.org
Website: www.iso.org
Published in Switzerland
ii © ISO 2018 – All rights reserved

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Contents Page
Foreword .v
Introduction .vi
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 2
4 Abbreviated terms . 2
5 Symbols . 3
6 Technical basis . 3
6.1 Design considerations. 3
6.1.1 Present applications and industrial achievements . 3
6.1.2 Developments for future applications . 4
6.1.3 Areas of concern in design for Arctic structures . 4
6.1.4 Fracture assessment . 4
6.2 Effects of low temperatures on mechanical properties of steels . 5
6.2.1 Tensile properties . 5
6.2.2 Fracture toughness . 8
6.2.3 Arrest toughness . 9
6.2.4 Fatigue .10
6.2.5 Residual stresses and crack pattern.11
6.3 Environmental conditions .11
6.3.1 General.11
6.3.2 Temperature and definition of LAST .11
6.3.3 Seawater conditions . .12
6.4 Principles for qualification and quality assurance .12
6.4.1 Steel making technology .12
6.4.2 Welding technology .12
7 Material and fabrication requirements .12
7.1 Material selection and qualification .12
7.2 Mechanical properties .13
7.2.1 Tensile properties .13
7.2.2 Fracture toughness .13
7.2.3 Pre-qualification testing .16
7.3 Crack arrest assessment .16
7.4 Fatigue properties, alternative testing .17
7.5 Welding and fabrication requirements .18
7.5.1 Contractor certification .18
7.5.2 Base material .18
7.5.3 Welding consumables .18
7.5.4 Welding procedure qualification.18
7.6 Welding procedure qualification test requirements .18
7.6.1 General requirements .18
7.6.2 Welding procedure qualification testing .18
7.6.3 Testing requirements .19
7.6.4 Fillet weld on plates .20
7.7 Protection against corrosion and wear .20
7.7.1 General.20
7.7.2 Corrosion protecting coating at low temperature .20
7.7.3 Cathodic protection (CP) .20
8 Quality control, quality assurance and documentation .21
8.1 Structural steel requirements .21
8.2 Welding and fabrication requirements .21
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9 Operational topics .21
9.1 Requirements for operations in remote areas .21
9.1.1 General.21
9.1.2 Low temperature operations .21
9.1.3 Ice and snow removal .22
9.2 Corrosion and wear control .22
9.2.1 General.22
9.2.2 Splash zone surfaces in direct contact with sea ice .22
9.2.3 Submerged surfaces and cathodic protection .22
9.2.4 Topside surfaces .23
Bibliography .24
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Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards
bodies (ISO member bodies). The work of preparing International Standards is normally carried out
through ISO technical committees. Each member body interested in a subject for which a technical
committee has been established has the right to be represented on that committee. International
organizations, governmental and non-governmental, in liaison with ISO, also take part in the work.
ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of
electrotechnical standardization.
The procedures used to develop this document and those intended for its further maintenance are
described in the ISO/IEC Directives, Part 1. In particular the different approval criteria needed for the
different types of ISO documents should be noted. This document was drafted in accordance with the
editorial rules of the ISO/IEC Directives, Part 2 (see www .iso .org/directives).
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. ISO shall not be held responsible for identifying any or all such patent rights. Details of
any patent rights identified during the development of the document will be in the Introduction and/or
on the ISO list of patent declarations received (see www .iso .org/patents).
Any trade name used in this document is information given for the convenience of users and does not
constitute an endorsement.
For an explanation on the voluntary nature of standards, the meaning of ISO specific terms and
expressions related to conformity assessment, as well as information about ISO's adherence to the
World Trade Organization (WTO) principles in the Technical Barriers to Trade (TBT) see the following
URL: www .iso .org/iso/foreword .html.
This document was prepared by Technical Committee ISO/TC 67, Materials, equipment and offshore
structures for petroleum, petrochemical and natural gas industries, Subcommittee SC 8, Arctic operations.
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Introduction
Operations in an Arctic environment are characterized by low ambient temperatures, the presence of
sea ice and ice bergs and icing of structures and components. In many cases they are also associated
with remote locations relative to infrastructure and logistics. Maintenance operations are therefore
expensive and accidents leading to emissions can have severe environmental consequences.
Structural failure is in most cases failure of materials and caused by well-known degradation
mechanisms such as fatigue and corrosion. Under Arctic conditions, failure due to possible brittle
materials behaviour needs to be given special consideration.
This document was developed to bridge the gap between the functional requirements to offshore
structures in Arctic environments given in design standards and the material requirements given in
material and fabrication specifications where Arctic operating conditions have not been considered in
sufficient detail.
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SIST-TS CEN ISO/TS 35105:2020
TECHNICAL SPECIFICATION ISO/TS 35105:2018(E)
Petroleum and natural gas industries — Arctic operations
— Material requirements for arctic operations
1 Scope
This document provides recommendations for material selection, manufacturing and fabrication
requirements, testing and qualification of steel structures and components for offshore and onshore
petroleum and natural gas facilities operating in Arctic and cold environments.
This document is intended to be used as a supplement to existing standards for steel structures where
the particular operating conditions in Arctic regions are not sufficiently addressed.
This document gives particular requirements to ensure safe operation with respect to the risk of
brittle fracture at low temperatures. These requirements will affect the selection of material grade and
design class as well as the technical delivery conditions for steel. They will also affect the fabrication
requirements as well as testing and qualification requirements.
This document also gives recommendations:
— to mitigate the operational and integrity aspects related to snow and ice accretion on topside
structures;
— to take into account the particular Arctic operating conditions in corrosion assessments and
requirements for corrosion protection systems;
— for particular operational requirements to ensure safe operation in Arctic regions.
The requirements in this document are applicable to any operating temperatures, but particular
requirements related to de-rating (loss of strength) at high temperatures are not addressed.
Limitations to the applicable minimum design temperature caused by the capability of the materials’
low temperature performance can exist, but are not a limitation for the scope of this document.
As a practical guideline for the use of this document, low temperature is defined as lowest anticipated
service temperature (LAST) below –10 °C.
NOTE For determination of LAST, see 6.3.2.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
ISO 19900, Petroleum and natural gas industries — General requirements for offshore structures
ISO 19901-1, Petroleum and natural gas industries — Specific requirements for offshore structures —
Part 1: Metocean design and operating considerations
ISO 19901-2, Petroleum and natural gas industries — Specific requirements for offshore structures —
Part 2: Seismic design procedures and criteria
ISO 19901-4, Petroleum and natural gas industries — Specific requirements for offshore structures —
Part 4: Geotechnical and foundation design considerations
ISO 19902:2007, Petroleum and natural gas industries — Fixed steel offshore structures
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ISO 19906, Petroleum and natural gas industries — Arctic offshore structures
EN 10225:2009, Weldable structural steels for fixed offshore structures — Technical delivery conditions
API RP 2Z, Preproduction Qualification for Steel Plates for Offshore Structures
3 Terms and definitions
For the purposes of this document, the terms and definitions given in ISO 19900, ISO 19901-1,
ISO 19901-2, ISO 19901-4, ISO 19902 and ISO 19906 apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at https: //www .iso .org/obp
— IEC Electropedia: available at http: //www .electropedia .org/
4 Abbreviated terms
BCC body centred cubic
BM base material
DC design class
CJP complete joint penetration
C-Mn carbon manganese
CP cathodic protection
CTOD crack-tip opening displacement
ECA engineering critical assessment
HAZ heat affected zone
LAST lowest anticipated service temperature
PWHT post weld heat treatment
RT room temperature
SAW submerged arc welding
SENB single edge notch bend
SMYS specified minimum yield strength
SN stress number approach for fatigue design
UEL uniform elongation
ULS ultimate limit state
WM weld metal
Y/T yield to tensile stress ratio
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5 Symbols
The following is a summary of the main symbols that are used throughout this document. Other
symbols are defined where they are used. This use includes main symbols with one or more subscripts
when a more specific use and associated definition of the symbol is intended.
a defect height
c defect half length
h characteristic height
char
K crack arrest toughness
ca
T temperature
t thickness
X constraint correction factor for CTOD
δ
γ safety factor on characteristic CTOD
CTOD
γ materials safety factor
m
σ average bending stress acting over the characteristic height
b
σ effective stress
eff
σ tensile strength
TS
σ average tensile stress acting over the characteristic height
t
σ yield strength
Y
σ 0,2 % yield strength
0,2
τ average shear stress acting over the characteristic height
t
6 Technical basis
6.1 Design considerations
6.1.1 Present applications and industrial achievements
Offshore field developments have been carried out in the northern part of the Atlantic Sea offshore
New Foundland, United Kingdom and Norway with successful application of structural steels designed
for LAST equal to –10 °C with technical delivery conditions specified by EN 10225 and corresponding
API standards with weldability qualification in accordance with API RP 2Z. NORSOK N-004 has also
extended the application range of the design requirements to –14 °C.
Developments have also taken place in colder areas, such as the Barents Sea, offshore Sakhalin and the
Caspian Sea. In these cases, project-specific requirements to structural steel qualification have been
provided to compensate for the lack of industry standards. After delivery of these projects, the steel
industry has promoted “Arctic steel grades” as available for more industrial applications. However,
unified requirements and documentation of performance are still missing.
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6.1.2 Developments for future applications
As the offshore industry moves to Arctic and other cold areas, cost efficient solutions for low
temperature applications are needed. Therefore, the low temperature performance, testing
requirements and acceptance criteria as well as alternative steel grades have been investigated to reach
this goal. In addition to the field experience, results from such investigations form the basis for this
document. Investigations have been carried out at temperatures down to –60 °C. A short-term realistic
temperature limit is –40 °C, unless very specialized alloying systems are implemented.
As a design consideration, it should be taken into account that it is not sufficient to demonstrate
acceptable properties at low temperatures. It is also recommended to demonstrate that these properties
can be combined with cost efficient fabrication procedures including e.g. heat input, pre-heating and
post weld heat treatment.
6.1.3 Areas of concern in design for Arctic structures
At low temperatures, the risk of brittle fracture in structural steels will be more significant and it is
required to establish a specific fracture limit state to verify a safe design. A particular feature of a
brittle fracture mechanism is that it can affect the redundancy of the structure after a local overloading,
as it is difficult to predict the extent and path of brittle crack extension.
The introduction of a fracture limit state includes an á priori assumption that a crack is present at
the location considered. As the combination of high stress level and crack is associated with certain
likelihood, this is inevitably a probabilistic issue, and it is highly dependent on the fabrication quality
and inspection level of the structure.
The most critical failure locations associated with low temperature behaviour of welded steel
structures are WM and HAZ. The BM is usually less critical, because the properties are normally better
and the likelihood of defects is smaller. However, in forged and cast steel, also BM should be considered.
The brittle fracture resistance is controlled by the steel temperature, while the LAST is defined on the
basis of environmental temperature data in combination with operational factors. The minimum steel
temperature should be estimated as part of the design process, but can be conservatively estimated
from the ambient temperature.
The main e
...