kSIST FprEN 13121-3:2026
(Main)GRP tanks and vessels for use above ground - Part 3: Design and workmanship
GRP tanks and vessels for use above ground - Part 3: Design and workmanship
This document gives requirements for the design, fabrication, inspection, testing and verification of GRP tanks and vessels with or without thermoplastics lining for storage or processing of fluids, factory made or site built, non-pressurized or pressurized up to 10 bar, for use above ground. Further requirements are presented in normative Annex G.
The terms vessels and tanks as used in this document include branches up to the point of connection to pipe work or other equipment by bolting and supports, brackets or other attachments bonded directly to the shell.
Fatigue is not considered a design criterion, as keeping strains below the limit strain inherently prevents fatigue failure. This document is applicable to vessels and tanks exposed to temperatures between -40 °C and 120 °C.
This document does not apply to:
- tanks and vessels for the transport of fluids;
- underground storage tanks;
- spherical vessels;
- vessels and tanks of irregular shape;
- tanks and vessels with double containment where the double wall is considered structural;
- tanks and vessels which are subject to the risk of explosion, or failure of which can cause an emission of radioactivity;
- specification for fibre reinforced cisterns of one piece and sectional construction for the storage, above ground, of cold water (see EN 13280).
Oberirdische GFK-Tanks und -Behälter - Teil 3: Auslegung und Herstellung
Dieses Dokument legt Anforderungen für Auslegung, Fertigung, Prüfung und den Nachweis für oberirdische GFK-Tanks und –Behälter, mit oder ohne thermoplastische(r) Auskleidung fest, die im Werk oder auf der Baustelle gefertigt und drucklos oder bis zu 10 bar druckbeaufschlagt sind und zur Lagerung oder Verarbeitung von Fluiden dienen. Weitere Anforderungen sind im normativen Anhang G dargelegt.
Die Begriffe Behälter und Tank im Sinne dieses Dokuments umfassen auch Stutzen (Abzweige) bis zur Verbindung zu Rohrleitungen oder anderen Anlagenteilen, wie Verschraubungen, Unterstützkonstruktionen, Halterungen oder anderen Anbauteilen, die unmittelbar mit der Schale verbunden sind.
Materialermüdung wird nicht als Konstruktionskriterium betrachtet, da das Einhalten der Grenzdehnungen ein Ermüdungsversagen verhindert. Dieses Dokument gilt für Behälter und Tanks, die Temperaturen zwischen −40 °C und 120 °C ausgesetzt sind.
Dieses Dokument gilt nicht für
Tanks und Behälter für den Transport von Fluiden;
unterirdische Lagertanks;
kugelförmige Behälter;
Behälter und Tanks mit unregelmäßiger Form;
Tanks und Behälter in doppelwandiger Ausführung, bei denen die Doppelwandigkeit statisch berücksichtigt wird;
Tanks und Behälter, die bei Explosion oder Undichtheit die Emission radioaktiver Strahlungen zur Folge haben können; und
einteilige und mehrteilige oberirdische faserverstärkte Tanks für die Lagerung von Kaltwasser (siehe EN 13280).
Réservoirs et récipients en PRV pour applications hors sol - Partie 3 : Conception et fabrication
Le présent document spécifie les exigences concernant la conception, la fabrication, le contrôle, les essais et la vérification des réservoirs et des récipients en PRV avec ou sans revêtement en thermoplastique, pour applications hors sol, destinés au stockage ou au traitement de fluides, fabriqués en atelier ou construits sur site, non soumis à la pression ou soumis à une pression allant jusqu’à 10 bar. Des exigences supplémentaires sont données dans l’Annexe G normative.
Les termes récipients et réservoirs, tels qu’ils sont utilisés dans le présent document, incluent les tubulures jusqu’au point de raccordement à la tuyauterie ou à un autre équipement par boulonnage et les supports, consoles ou autres attaches fixés directement sur l’enveloppe.
La fatigue n'est pas considérée comme un critère de conception, car le fait de maintenir les contraintes en dessous de la contrainte limite permet, par principe, d'éviter les ruptures par fatigue. Le présent document s’applique aux réservoirs et aux récipients exposés à des températures comprises entre - 40 °C et 120 °C.
Le présent document ne s’applique pas aux :
- réservoirs et récipients destinés au transport des fluides ;
- réservoirs de stockage enterrés ;
- récipients sphériques ;
- récipients et réservoirs de forme irrégulière ;
- réservoirs et récipients à double enveloppe dans lesquels la double paroi est considérée comme étant structurelle ;
- réservoirs et récipients qui sont soumis à un risque d’explosion ou dont la défaillance risque de causer une émission radioactive ;
- à la spécification relative aux citernes renforcées par des fibres, construites en une pièce ou à partir de plusieurs éléments, destinées au stockage de l’eau froide, hors sol (voir l’EN 13280).
Nadzemni rezervoarji in posode iz umetnih mas, ojačanih s steklenimi vlakni - 3. del: Konstruiranje in izdelava
General Information
- Status
- Not Published
- Public Enquiry End Date
- 02-Nov-2022
- Technical Committee
- TLP - Pressure vessels
- Current Stage
- 5020 - Formal vote (FV) (Adopted Project)
- Start Date
- 28-Apr-2026
- Due Date
- 16-Jun-2026
Relations
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
Overview
kSIST FprEN 13121-3:2026 is a key standard developed by SIST that specifies requirements for the design and workmanship of above-ground glass-reinforced plastic (GRP) tanks and vessels. It covers both factory-made and site-built tanks and vessels, whether pressurized (up to 10 bar) or non-pressurized, with or without thermoplastic lining. The standard ensures safe storage and processing of fluids under varying operational conditions, with applicability for tanks and vessels exposed to temperatures between -40 °C and 120 °C.
This document covers critical aspects such as material selection, fabrication methods, design calculations, inspection, and verification procedures for GRP tanks and vessels used above ground. However, it does not address tanks designed for transportation, underground installations, spherical or irregularly shaped vessels, certain double containment designs, or vessels at risk of explosion or radioactive emission.
Key Topics
- Design requirements: Addresses essential parameters for GRP tanks’ geometry, including wall thickness, structural integrity, and stress limitations. It guarantees the fulfillment of strength and stability criteria under internal and external loads.
- Workmanship and fabrication: Covers proper manufacturing practices, quality of raw materials, thermoplastics lining techniques, and lamination processes to ensure consistency and durability.
- Inspection and testing: Specifies procedures for verifying compliance through visual and dimensional inspections, pressure and leak testing, physical testing, coupon sampling, and documentation of results.
- Installation and supports: Details necessary requirements for brackets, supports, anchorage, and fittings, ensuring that tanks and vessels are installed securely and can withstand seismic, snow, wind, and insulation loads.
- Documentation and marking: Outlines the need for comprehensive record-keeping, technical documentation, and clear marking of finished tanks and vessels for traceability and maintenance.
Applications
Implementing kSIST FprEN 13121-3:2026 is critical for organizations involved in the engineering, production, or installation of GRP tanks and vessels for storing or processing fluids above ground. Key application areas include:
- Chemical and process industries: Safe containment for corrosive liquids in chemical plants, ensuring compatibility and durability of GRP materials.
- Water and wastewater treatment: Reliable storage solutions for potable water, industrial water, and wastewater, meeting safety and environmental compliance.
- Food and beverage sector: Hygienic processing and storage of various fluids, leveraging the non-reactive nature of GRP and optional thermoplastics linings.
- Energy and utilities: Storage of process fluids, fuels, or cooling media in power generation or utility settings.
- Pharma and biotechnology: Use in controlled environments where material purity and corrosion resistance are vital.
By following the design, fabrication, and quality assurance requirements outlined in this standard, organizations can enhance safety, performance, and longevity of GRP tanks and vessels in numerous demanding applications.
Related Standards
For comprehensive compliance and integration, kSIST FprEN 13121-3:2026 should be considered alongside related standards:
- EN 13121 series: Additional parts addressing specific aspects of GRP tanks and vessels, such as general requirements and installation.
- EN 13280: Specification for fibre reinforced cisterns for above-ground storage of cold water.
- EN ISO 9001: Quality management systems for manufacturing consistency.
- ICS 23.020.10: Standards related to stationary containers and tanks.
- Relevant local regulations: Environmental health and safety codes for installation and operation of fluid storage systems.
Adherence to these standards helps ensure quality, reliability, and regulatory compliance within the field of GRP storage tanks and vessels.
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Frequently Asked Questions
kSIST FprEN 13121-3:2026 is a draft published by the Slovenian Institute for Standardization (SIST). Its full title is "GRP tanks and vessels for use above ground - Part 3: Design and workmanship". This standard covers: This document gives requirements for the design, fabrication, inspection, testing and verification of GRP tanks and vessels with or without thermoplastics lining for storage or processing of fluids, factory made or site built, non-pressurized or pressurized up to 10 bar, for use above ground. Further requirements are presented in normative Annex G. The terms vessels and tanks as used in this document include branches up to the point of connection to pipe work or other equipment by bolting and supports, brackets or other attachments bonded directly to the shell. Fatigue is not considered a design criterion, as keeping strains below the limit strain inherently prevents fatigue failure. This document is applicable to vessels and tanks exposed to temperatures between -40 °C and 120 °C. This document does not apply to: - tanks and vessels for the transport of fluids; - underground storage tanks; - spherical vessels; - vessels and tanks of irregular shape; - tanks and vessels with double containment where the double wall is considered structural; - tanks and vessels which are subject to the risk of explosion, or failure of which can cause an emission of radioactivity; - specification for fibre reinforced cisterns of one piece and sectional construction for the storage, above ground, of cold water (see EN 13280).
This document gives requirements for the design, fabrication, inspection, testing and verification of GRP tanks and vessels with or without thermoplastics lining for storage or processing of fluids, factory made or site built, non-pressurized or pressurized up to 10 bar, for use above ground. Further requirements are presented in normative Annex G. The terms vessels and tanks as used in this document include branches up to the point of connection to pipe work or other equipment by bolting and supports, brackets or other attachments bonded directly to the shell. Fatigue is not considered a design criterion, as keeping strains below the limit strain inherently prevents fatigue failure. This document is applicable to vessels and tanks exposed to temperatures between -40 °C and 120 °C. This document does not apply to: - tanks and vessels for the transport of fluids; - underground storage tanks; - spherical vessels; - vessels and tanks of irregular shape; - tanks and vessels with double containment where the double wall is considered structural; - tanks and vessels which are subject to the risk of explosion, or failure of which can cause an emission of radioactivity; - specification for fibre reinforced cisterns of one piece and sectional construction for the storage, above ground, of cold water (see EN 13280).
kSIST FprEN 13121-3:2026 is classified under the following ICS (International Classification for Standards) categories: 23.020.10 - Stationary containers and tanks. The ICS classification helps identify the subject area and facilitates finding related standards.
kSIST FprEN 13121-3:2026 has the following relationships with other standards: It is inter standard links to SIST EN ISO 16671:2025, SIST EN ISO 15883-1:2025, SIST EN ISO 9170-1:2020, SIST EN ISO 11334-4:2024, SIST EN ISO 10651-5:2021, SIST EN ISO 5840-1:2021, SIST EN ISO 5840-3:2021, SIST EN ISO 18113-1:2024, SIST EN ISO 7439:2023, SIST EN ISO 10555-1:2024, SIST EN ISO 81060-3:2023, SIST EN ISO 14607:2025, SIST EN ISO 12417-1:2024, SIST EN ISO 10651-4:2023, SIST EN ISO 18113-2:2024. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
kSIST FprEN 13121-3:2026 is associated with the following European legislation: EU Directives/Regulations: 2014/68/EU; Standardization Mandates: M/071, M/601. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
kSIST FprEN 13121-3:2026 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.
Standards Content (Sample)
SLOVENSKI STANDARD
oSIST prEN 13121-3:2022
01-oktober-2022
Nadzemni rezervoarji in posode iz umetnih mas, ojačanih s steklenimi vlakni - 3.
del: Konstruiranje in izdelava
GRP tanks and vessels for use above ground - Part 3: Design and workmanship
Oberirdische GFK-Tanks und -Behälter - Teil 3: Auslegung und Herstellung
Réservoirs et récipients en PRV pour applications hors sol - Partie 3 : Conception et
fabrication
Ta slovenski standard je istoveten z: prEN 13121-3
ICS:
23.020.10 Nepremične posode in Stationary containers and
rezervoarji tanks
oSIST prEN 13121-3:2022 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
oSIST prEN 13121-3:2022
oSIST prEN 13121-3:2022
DRAFT
EUROPEAN STANDARD
prEN 13121-3
NORME EUROPÉENNE
EUROPÄISCHE NORM
September 2022
ICS 23.020.10 Will supersede EN 13121-3:2016
English Version
GRP tanks and vessels for use above ground - Part 3:
Design and workmanship
Réservoirs et récipients en PRV pour applications hors Oberirdische GFK-Tanks und -Behälter - Teil 3:
sol - Partie 3 : Conception et fabrication Auslegung und Herstellung
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 210.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations
which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.
This draft European Standard was established by CEN 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, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2022 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 13121-3:2022 E
worldwide for CEN national Members.
oSIST prEN 13121-3:2022
prEN 13121-3:2022 (E)
Contents
European foreword . 9
Introduction . 10
1 Scope . 11
2 Normative references . 11
3 Terms and definitions . 13
4 Symbols and abbreviations . 15
5 Information and requirements to be supplied and documented . 17
5.1 General . 17
5.2 Information to be obtained by the manufacturer . 17
5.3 Information to be prepared by the manufacturer . 18
5.4 Final documentation . 19
6 Material . 19
6.1 General . 19
6.2 Chemical protective barrier . 19
6.2.1 General . 19
6.2.2 Thermoplastics linings . 19
6.2.3 Resin based linings . 19
6.3 Flammability . 19
6.4 Electrical resistivity . 19
7 Mechanical properties . 20
7.1 General . 20
7.2 Heat deflection temperature. 20
7.3 Laminate construction . 20
7.4 Laminate thickness . 22
7.5 Laminate properties . 22
7.6 Inter-laminar shear strength . 22
7.6.1 Laminate . 22
7.6.2 Thermoplastics linings . 22
7.7 Peel strength of laminates . 23
7.8 Pull-off strength of laminates and thermoplastic liner . 23
7.9 Selection of physical properties of materials and allowable design factors . 23
7.9.1 General . 23
7.9.2 Basic design . 23
7.9.3 Advanced design . 24
7.9.4 Design factors . 25
7.9.5 Overall design factors K and F . 25
8 Determination of design strain and loadings . 28
8.1 General . 28
8.2 Limit design strains . 28
8.2.1 General . 28
8.2.2 Limit resin strain ε . 28
ar
8.2.3 Limit strain for laminate or lamina ε . 28
lim
8.2.4 Limit test strain ε . 29
test
8.3 Limit design laminate loadings . 29
8.4 Determination of the mechanical values from laminates . 29
8.4.1 General . 29
8.4.2 Calculation of laminate values without experimental test data . 30
8.4.3 Laminate with experimental data . 30
8.5 Laminate thickness . 30
oSIST prEN 13121-3:2022
prEN 13121-3:2022 (E)
9 Design . 31
9.1 Introduction . 31
9.2 Determination of external loads . 31
9.2.1 Snow loads . 31
9.2.2 Wind loads . 31
9.2.3 Seismic loads . 32
9.2.4 Insulation loads . 34
9.2.5 Loads resulting from connections . 34
9.2.6 Agitation . 34
9.2.7 Pressure due to inadequate venting . 34
9.2.8 Personnel loading . 34
9.2.9 Internal stresses in vessels and tanks due temperatures . 35
9.3 Verification by the partial factor method . 35
9.3.1 General . 35
9.3.2 Dimensioning by using (A ⋅γ )-factored loads. 40
F,i
9.4 Drawings and design calculations . 41
9.5 Design details . 41
9.5.1 Design temperature TS . 41
9.5.2 Pressure . 41
10 Design analysis . 42
10.1 Symbols and units . 42
10.2 Vertical vessels or tanks, cylinders under loads (t < 0,01∙D) . 45
10.2.1 Circumferential loadings . 45
10.2.2 Combined axial loading . 45
10.3 Cylindrical shells subject to compressive loadings — critical buckling criteria. 46
10.3.1 General . 46
10.3.2 Critical axial buckling load . 46
10.3.3 Critical circumferential buckling pressure . 47
10.3.4 Combined axial and radial compressive loadings . 47
10.3.5 Critical buckling pressure for cylindrical shell stiffened with external or internal rings. 48
10.4 Conical shells . 50
10.4.1 General requirements. 50
10.4.2 Shallow conical ends . 51
10.4.3 Conical ends subject to internal pressure . 52
10.4.4 Conical ends subject to external pressure . 53
10.4.5 Shell conical covers . 55
10.5 Dished end . 56
10.5.1 General requirements. 56
10.5.2 Dished ends subject to internal pressure . 57
10.5.3 Stability for dished ends subject to external pressure . 58
10.6 Design of flat bottoms and skirts for vertical tanks and vessels . 59
10.6.1 Definitions . 59
10.6.2 Fully supported, flat bottom tanks . 59
10.6.3 Vessels with flat bases subjected to pressure . 66
10.6.4 Dished bottom and conical bottom configurations . 66
10.7 Circumferential seams for cylindrical joints . 75
10.7.1 General . 75
10.7.2 Construction without thermoplastics liner . 78
10.7.3 Construction with thermoplastics liner . 78
10.8 Openings, branches and compensating laminate . 78
10.8.1 General . 78
10.8.2 Symbols . 79
10.8.3 Compensation requirements for openings . 79
10.8.4 Pull out load from nozzles . 86
10.8.5 Prevention of failure in peel . 86
10.8.6 Pad connections . 86
oSIST prEN 13121-3:2022
prEN 13121-3:2022 (E)
10.8.7 Screwed connections . 88
10.8.8 Access and inspecting openings . 88
10.8.9 Gusset on branches . 88
10.9 Flat Panels or Blind flanges . 88
10.9.1 General . 88
10.9.2 Symbols . 89
10.9.3 Circular panels . 89
10.10 Horizontal tanks and vessels . 92
10.10.1Types of supports . 92
10.10.2Symbols . 94
10.10.3Unit loads of the cylindrical shell . 95
10.10.4Unit loads on saddle position. 101
10.10.5Unit loads for horizontal loads at the vessel . 108
10.11 Large diameter pipes and pipe fittings . 109
10.11.1General . 109
10.11.2Joints . 109
10.11.3Elbows . 110
10.11.4Large cut-outs and Tees . 110
11 Bolted flange connections . 113
11.1 General . 113
11.2 Full face flanges design . 119
11.2.1 General . 119
11.2.2 Symbols . 120
11.2.3 Pipe loads on flanges. 122
11.2.4 Gasket load and bolt torque . 122
11.2.5 Summary of loads . 123
11.2.6 Total bending moment . 123
11.2.7 Flange design . 123
11.2.8 Flange slope . 125
11.3 Stub flange design with backing ring . 131
11.3.1 General . 131
11.3.2 Loads, bending moment and design for backing ring made of steel or GRP . 132
11.3.3 Stub flange loadings . 133
11.3.4 Stub shear interface design . 133
11.3.5 Stub end or flange design . 133
11.3.6 Seating stress . 134
11.4 Butt and strap jointed flanges at vessels or tanks. 136
12 Supports for vessels and tanks . 136
12.1 General . 136
12.2 Supports and mountings for tanks and vessels . 137
12.2.1 General considerations for supports . 137
12.2.2 Supports for vertical vessels . 137
13 Seismic loading . 143
14 Design calculation for tank and vessel anchorage . 143
14.1 General . 143
14.2 Design for uplift . 143
14.3 Design for anchor bolts . 143
15 Structures and fittings . 147
15.1 General . 147
15.2 Internal structures and fittings . 147
15.3 External structures and fittings . 147
15.4 Lifting devices . 147
16 Local load analysis . 152
17 Quality Control . 152
oSIST prEN 13121-3:2022
prEN 13121-3:2022 (E)
17.1 General . 152
17.2 Works requirements . 152
17.2.1 General . 152
17.2.2 Raw materials storage . 152
17.2.3 Manufacturing area . 152
17.2.4 Conditions for laminating . 152
17.3 Documentation to be prepared by the manufacturer . 153
17.3.1 Technical documentation . 153
17.3.2 Records and documentation requirements for raw materials . 153
17.3.3 Manufacturing documentation requirements . 154
17.3.4 Quality control documentation requirements . 154
17.4 Manufacture . 160
17.4.1 General . 160
17.4.2 Fabrication of thermoplastics liners . 160
17.4.3 Fabrication of laminates . 160
17.4.4 Imperfections in laminates . 161
17.4.5 Curing . 161
17.5 Inspection and testing after completion of fabrication . 161
17.5.1 Visual and dimensional inspection . 161
17.5.2 Physical test to be carried out . 162
17.5.3 Coupon testing . 162
17.6 Experimental Design Verification Method for pressure vessel . 163
17.6.1 General . 163
17.6.2 Manufacture of the prototype vessel . 163
17.6.3 Tests to be applied to prototype vessels . 164
18 Marking . 165
Annex A (informative) Product testing for serial or batch production process . 166
A.1 Initial type testing (ITT) . 166
A.2 Testing of samples . 166
A.2.1 General . 166
A.2.2 Batch release tests (BRT) . 166
A.2.2.1 General . 166
A.2.2.2 Retesting procedures for batch release tests . 167
A.2.3 Process control tests . 167
A.3 Inspection and test records . 167
A.3.1 General . 167
A.3.2 Marking . 167
A.3.3 Delivery, installation, maintenance . 167
Annex B (informative) Derivation of laminate properties from laminate properties . 168
B.1 General . 168
B.2 Lamina/laminate thickness . 168
B.3 Laminate modulus . 169
B.4 Determination of laminate flexural stiffness . 170
B.5 Determination of laminate strains from load resultants . 170
Annex C (normative) Pressure and leak testing . 172
C.1 General . 172
oSIST prEN 13121-3:2022
prEN 13121-3:2022 (E)
C.2 Open top tanks . 172
C.3 Tests of pressure less tanks and vessels . 173
C.3.1 Contents having a specific gravity up to 1,0 . 173
C.3.2 Contents having a specific gravity greater than 1,0 . 173
C.4 Hydraulic pressure test by pressure vessels . 173
C.4.1 Test done in the working attitude . 173
C.4.2 Pneumatic testing . 174
C.4.3 Vacuum test . 174
Annex D (normative) Methods of tests . 175
D.1 General . 175
D.1.1 Tests . 175
D.1.2 Accuracy of test equipment . 175
D.2 Loss on ignition . 176
D.3 Tensile strength of thermoplastics welds . 176
D.4 Bend test for thermoplastics welds . 176
D.4.1 Introduction . 176
D.4.2 Test arrangement . 176
D.4.3 Test pieces . 177
D.4.4 Method of test . 177
D.4.5 Requirements from flexural test . 177
D.4.6 Test report . 177
D.5 Ultimate tensile unit strength of laminates . 178
D.5.1 Test pieces and procedure . 178
D.5.2 Simple laminates . 178
D.5.3 Combined laminates . 178
D.6 Unit tensile modulus of laminates . 179
D.7 Inter laminar shear strength of laminates . 181
D.7.1 Form of test specimen . 181
D.7.2 Number of test specimens . 181
D.7.3 Procedure . 181
D.7.4 Results . 181
D.7.5 Report . 181
D.8 Lap shear strength of bond between thermoplastics lining and laminate or between
laminates . 182
D.8.1 Form of the test specimen . 182
D.8.2 Number of test specimens . 182
D.8.3 Procedure . 182
D.8.4 Report . 183
D.9 Peel strength of bond between laminate layers . 183
oSIST prEN 13121-3:2022
prEN 13121-3:2022 (E)
D.9.1 Form of the specimen . 183
D.9.2 Number of specimens. 183
D.9.3 Procedure . 184
D.9.4 Report . 184
D.10 Flexural short-term creep test (flexural modulus E and E test) . 186
1h 24h
D.10.1 General
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