SIST EN 12663-1:2010+A1:2015
(Main)Railway applications - Structural requirements of railway vehicle bodies - Part 1: Locomotives and passenger rolling stock (and alternative method for freight wagons)
Railway applications - Structural requirements of railway vehicle bodies - Part 1: Locomotives and passenger rolling stock (and alternative method for freight wagons)
This European Standard specifies minimum structural requirements for railway vehicle bodies.
This European Standard specifies the loads vehicle bodies should be capable of sustaining, identifies how material data should be used and presents the principles to be used for design validation by analysis and testing. This European Standard applies to locomotives and passenger rolling stock. EN 12663-2 provides the verification procedure for freight wagons and also refers to the methods in this standard as an alternative for freight wagons.
The railway vehicles are divided into categories which are defined only with respect to the structural requirements of the vehicle bodies. Some vehicles may not fit into any of the defined categories; the structural requirements for such railway vehicles should be part of the specification and be based on the principles presented in this European Standard.
The standard applies to all railway vehicles within the EU and EFTA territories. The specified requirements assume operating conditions and circumstances such as are prevalent in these countries.
In addition to the requirements of this European Standard the structure of all vehicles associated with passenger conveyance may generally be required to have features that will protect occupants in the case of collision accidents. These requirements are given in EN 15227.
Bahnanwendungen - Festigkeitsanforderungen an Wagenkästen von Schienenfahrzeugen - Teil 1: Lokomotiven und Personenfahrzeuge (und alternatives Verfahren für Güterwagen)
Diese Europäische Norm legt Mindestanforderungen an die Festigkeit von Wagenkästen für Schienenfahr¬zeuge fest.
Diese Europäische Norm gibt die Belastungen an, denen die Wagenkästen standhalten müssen. Sie legt fest, wie die Werkstoffdaten verwendet werden sollten und stellt die Prinzipien dar, die zur Validierung der Konstruktion durch Berechnung und Prüfung zu benutzen sind. Diese Europäische Norm gilt für Lokomotiven und Personenfahrzeuge. EN 12663-2 liefert das Nachweisverfahren für Güterwagen und verweist auch auf das Verfahren in dieser Norm als eine Alternative für Güterwagen.
Die Schienenfahrzeuge werden in Kategorien eingeteilt, die ausschließlich im Hinblick auf die Festigkeits-anforderungen der Wagenkästen festgelegt sind. Einige Schienenfahrzeuge passen möglicherweise in keine der definierten Kategorien; die Festigkeitsanforderungen an solche Schienenfahrzeuge sollten Teil der Spe¬zifikation sein und nach Grundsätzen, die in dieser Norm dargestellt sind, festgelegt werden.
Diese Europäische Norm gilt für alle Schienenfahrzeuge im Gebiet der EU und EFTA. Die angeführten Anfor-derungen setzen die vorherrschenden Betriebsbedingungen und -verhältnisse in diesen Ländern voraus.
Zusätzlich zu den Anforderungen dieser Europäischen Norm wird gewöhnlich gefordert, dass die Struktur aller Fahrzeuge in Verbindung mit Fahrgast-Beförderung Eigenschaften besitzen, die die Insassen im Fall von Kollisionsunfällen schützen. Diese Anforderungen werden in EN 15227 dargestellt.
Applications ferroviaires - Prescriptions de dimensionnement des structures de véhicules ferroviaires - Partie 1 : Locomotives et matériels roulants voyageurs (et méthode alternative pour wagons)
La présente Norme européenne définit les exigences minimales en matière de résistance requises pour toutes les structures de véhicules ferroviaires.
La présente Norme européenne spécifie les charges que les caisses des véhicules soient capables de supporter, identifie la manière dont les caractéristiques des matériaux soient prises en compte et présente les principes à utiliser pour la validation de la conception par des calculs et des essais. La présente norme européenne s’applique aux locomotives et matériel roulant voyageurs. L’EN 12663-2 fournit la procédure de vérification pour les wagons et présente aussi les méthodes de la présente norme européenne comme une alternative pour les wagons.
Les véhicules ferroviaires sont classés en différentes catégories qui sont uniquement définies par rapport aux exigences en matière de résistance des structures des véhicules. Certains véhicules peuvent ne pas s’inscrire dans une des catégories définies ; il convient que les exigences en matière de résistance des structures pour de tels véhicules ferroviaires fassent partie des spécifications et soient fondées sur les principes présentés dans la présente norme européenne.
La norme s’applique à tous les véhicules ferroviaires au sein de l’Union Européenne et des territoires de l’AELE. Les exigences spécifiées couvrent les conditions et les circonstances d’exploitation qui prévalent dans ces pays.
En plus des exigences de la présente norme, il est généralement admis que des exigences spécifient que la structure de tous les véhicules associés au transport de passagers puisse être pourvue de moyens permettant de protéger les occupants des véhicules en cas de collisions. Ces exigences sont spécifiées dans l’EN 15227.
Železniške naprave - Konstrukcijske zahteve za grode železniških vozil - 1. del: Lokomotive in potniška železniška vozila (tudi alternativna metoda za tovorne vagone)
Ta evropski standard določa minimalne konstrukcijske zahteve za grode železniških vozil.
Ta evropski standard določa obremenitve, ki naj bi jih grodi vozil vzdržali, določa način uporabe podatkov o materialu in predstavlja načela, ki jih je treba uporabiti pri potrjevanju konstrukcije z analizo in preskušanjem. Ta evropski standard se uporablja za lokomotive in potniška železniška vozila. Standard EN 12663-2 opredeljuje postopek preverjanja za tovorne vagone in kot njihovo alternativo upošteva tudi metode v tem standardu.
Železniška vozila so razdeljena v kategorije, ki so določene le glede na konstrukcijske zahteve za grode vozil. Nekatera vozila morda ne spadajo v nobeno od določenih kategorij; konstrukcijske zahteve za takšna železniška vozila naj bodo del specifikacije in naj temeljijo na načelih, predstavljenih v tem evropskem standardu.
Standard se uporablja za vsa železniška vozila na območju Evropske unije in Evropskega združenja za prosto trgovino. Navedene zahteve predvidevajo obratovalne pogoje in okoliščine, ki prevladujejo v teh državah.
Poleg zahtev tega evropskega standarda so lahko glede konstrukcije vseh vozil, ki so namenjena za prevoz potnikov, na splošno potrebne značilnosti, ki ščitijo potnike v primeru nesreč zaradi trčenja. Te zahteve so podane v standardu EN 15227.
General Information
Relations
Frequently Asked Questions
SIST EN 12663-1:2010+A1:2015 is a standard published by the Slovenian Institute for Standardization (SIST). Its full title is "Railway applications - Structural requirements of railway vehicle bodies - Part 1: Locomotives and passenger rolling stock (and alternative method for freight wagons)". This standard covers: This European Standard specifies minimum structural requirements for railway vehicle bodies. This European Standard specifies the loads vehicle bodies should be capable of sustaining, identifies how material data should be used and presents the principles to be used for design validation by analysis and testing. This European Standard applies to locomotives and passenger rolling stock. EN 12663-2 provides the verification procedure for freight wagons and also refers to the methods in this standard as an alternative for freight wagons. The railway vehicles are divided into categories which are defined only with respect to the structural requirements of the vehicle bodies. Some vehicles may not fit into any of the defined categories; the structural requirements for such railway vehicles should be part of the specification and be based on the principles presented in this European Standard. The standard applies to all railway vehicles within the EU and EFTA territories. The specified requirements assume operating conditions and circumstances such as are prevalent in these countries. In addition to the requirements of this European Standard the structure of all vehicles associated with passenger conveyance may generally be required to have features that will protect occupants in the case of collision accidents. These requirements are given in EN 15227.
This European Standard specifies minimum structural requirements for railway vehicle bodies. This European Standard specifies the loads vehicle bodies should be capable of sustaining, identifies how material data should be used and presents the principles to be used for design validation by analysis and testing. This European Standard applies to locomotives and passenger rolling stock. EN 12663-2 provides the verification procedure for freight wagons and also refers to the methods in this standard as an alternative for freight wagons. The railway vehicles are divided into categories which are defined only with respect to the structural requirements of the vehicle bodies. Some vehicles may not fit into any of the defined categories; the structural requirements for such railway vehicles should be part of the specification and be based on the principles presented in this European Standard. The standard applies to all railway vehicles within the EU and EFTA territories. The specified requirements assume operating conditions and circumstances such as are prevalent in these countries. In addition to the requirements of this European Standard the structure of all vehicles associated with passenger conveyance may generally be required to have features that will protect occupants in the case of collision accidents. These requirements are given in EN 15227.
SIST EN 12663-1:2010+A1:2015 is classified under the following ICS (International Classification for Standards) categories: 45.060.20 - Trailing stock. The ICS classification helps identify the subject area and facilitates finding related standards.
SIST EN 12663-1:2010+A1:2015 has the following relationships with other standards: It is inter standard links to SIST EN 12663-1:2010+A2:2024, SIST EN 12663-1:2010/FprA1:2014, SIST EN 12663-1:2010, SIST EN 12663-1:2010+A1:2015/kFprA2:2023. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
SIST EN 12663-1:2010+A1:2015 is associated with the following European legislation: EU Directives/Regulations: 2008/57/EC, 2016/797/EU; Standardization Mandates: M/483. 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.
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Železniške naprave - Konstrukcijske zahteve za grode železniških vozil - 1. del: Lokomotive in potniška železniška vozila (tudi alternativna metoda za tovorne vagone)Bahnanwendungen - Festigkeitsanforderungen an Wagenkästen von Schienenfahrzeugen - Teil 1: Lokomotiven und Personenfahrzeuge (und alternatives Verfahren für Güterwagen)Applications ferroviaires - Prescriptions de dimensionnement des structures de véhicules ferroviaires - Partie 1 : Locomotives et matériels roulants voyageurs (et méthode alternative pour wagons)Railway applications - Structural requirements of railway vehicle bodies - Part 1: Locomotives and passenger rolling stock (and alternative method for freight wagons)45.060.20Železniški vagoniTrailing stockICS:Ta slovenski standard je istoveten z:EN 12663-1:2010+A1:2014SIST EN 12663-1:2010+A1:2015en,fr,de01-februar-2015SIST EN 12663-1:2010+A1:2015SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 12663-1:2010+A1
December 2014 ICS 45.060.20 Supersedes EN 12663-1:2010English Version
Railway applications - Structural requirements of railway vehicle bodies - Part 1: Locomotives and passenger rolling stock (and alternative method for freight wagons)
Applications ferroviaires - Prescriptions de dimensionnement des structures de véhicules ferroviaires -Partie 1 : Locomotives et matériels roulants voyageurs (et méthode alternative pour wagons)
Bahnanwendungen - Festigkeitsanforderungen an Wagenkästen von Schienenfahrzeugen - Teil 1: Lokomotiven und Personenfahrzeuge (und alternatives Verfahren für Güterwagen) This European Standard was approved by CEN on 23 January 2010 and includes Amendment 1 approved by CEN on 23 September 2014.
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. 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 European Standard 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, 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:
Avenue Marnix 17,
B-1000 Brussels © 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12663-1:2010+A1:2014 ESIST EN 12663-1:2010+A1:2015
Treatment of local stress concentrations in analyses . 32 Annex B (informative)
Examples of proof load cases at articulation joints . 34 Annex ZA Annex ZA (informative)
Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC . 37 Bibliography . 40
Key 1 driving direction X longitudinal direction Y lateral direction Z vertical direction Figure 1 — Vehicle body coordinate system 5 Structural requirements 5.1 General Railway vehicle bodies shall withstand the maximum loads consistent with their operational requirements and achieve the required service life under normal operating conditions with an adequate probability of survival. The capability of the railway vehicle body to sustain required loads without permanent deformation and fracture shall be demonstrated by calculation and/or testing as described by the validation programme in Clause 9. The assessment shall be based on the following criteria: SIST EN 12663-1:2010+A1:2015
5.2.3 Passenger vehicles To this group belong all types of railway vehicles intended for the transport of passengers, ranging from main line vehicles, suburban and urban transit stock to tramways. Passenger vehicles are divided into five structural design categories into which all vehicles may be allocated. The five categories are listed below, with an indication of the types of vehicle generally associated with each: — Category P-I e.g. coaches; — Category P-II e.g. fixed units and coaches; — Category P-III e.g. underground, rapid transit vehicles and light railcar; — Category P-IV e.g. light duty metro and heavy duty tramway vehicles; — Category P-V e.g. tramway vehicles.
5.2.4 Freight wagons All freight wagons in this group are used for the transportation of goods. Two categories have been defined: — Category F-I e.g. vehicles which can be shunted without restriction; — Category F-II e.g. vehicles excluded in hump and loose shunting.
5.2.5 Other types of vehicles Some railway vehicles may not fit the descriptions associated with the above mentioned categories (e.g. the standard open bogie van for conveyance of motor vehicles may be treated as a P-I vehicle). The appropriate category for the structural requirements of such railway vehicles should be part of the specification. 5.3 Uncertainties in railway design parameters 5.3.1 Allowance for uncertainties The uncertainties described in the following clauses may be allowed for by adopting limiting values of parameters or by incorporating a safety factor into the design process. This safety factor, designated S, shall then be applied when comparing the calculated stresses to the permissible stress as indicated in 5.4. NOTE In the design process the following should be considered with respect to criticality of the component failure: consequence of failure, redundancy, accessibility for inspection, detection of component failure, maintenance interval, etc. The value of S shall be chosen to include the cumulative effect of all uncertainties not otherwise taken into account. 5.3.2 Loads All loads used as the basis for vehicle body design shall incorporate any necessary allowance for uncertainties in their values. The loads specified in Clause 6 include this allowance. If the design loads are derived from on-track tests or other sources of information an allowance for uncertainty shall be used. SIST EN 12663-1:2010+A1:2015
is the utilisation of the component; SIST EN 12663-1:2010+A1:2015
is the determined result from calculation or test; S
is a design safety factor (see 5.3); RL
is the permissible or limit value.
NOTE The equation is sometimes expressed as: SRR≥dL 5.4.2 Yield or proof strength Where the design is verified only by calculation, S1 shall be 1,15 for each individual load case. S1 may be taken as 1,0 where the design load cases are to be verified by test and/or correlation between test and calculation has been successfully established. Under the static load cases as defined in 6.1 to 6.5, the utilisation shall be less than or equal to 1 as given by the following equation: 11c≤=RSUσ where U
is the utilisation; S1
is the safety factor for yield or proof strength; R
is the material yield (ReH) or 0,2 % proof stress (Rp02), in newtons per square millimetre (N/mm2) (as defined in EN 10002-1) and taking into account any relevant effects as described in 5.3.3; 1c
is the calculated stress, in newtons per square millimetre (N/mm2).
In determining the stress levels in ductile materials, it is not necessary to satisfy the above criteria at features producing local stress concentration. If the analysis does incorporate local stress concentrations, then it is permissible for the theoretical stress to exceed the material yield or 0,2 % proof limit. The areas of local plastic deformation associated with stress concentrations shall be sufficiently small so as not to cause any significant permanent deformation when the load is removed. Methods of treatment of local stress concentrations during calculation are given in Annex A and during test are given in 8.2.2. 5.4.3 Ultimate failure It is necessary to provide a margin of safety between the exceptional design load and the load at which the structure will fail. This is achieved by introducing a safety factor S2 such that the utilisation shall be less than or equal to 1 as given by the following equation: 1m2c≤=RSUσ where U
is the utilisation; S2
is the safety factor for ultimate failure; SIST EN 12663-1:2010+A1:2015
is the material ultimate stress, in newtons per square millimetre (N/mm2) (as defined in EN 10002-1) and taking into account any relevant effects as described in 5.3.3; 1c
is the calculated stress, in newtons per square millimetre (N/mm2), under an exceptional load case.
Usually S2 = 1,5, but a value of S2 = 1,3 can be used where the design load cases are to be verified by test and/or correlation between test and calculation has been successfully established. The safety factor S2 can be reduced further when there are alternative load paths and these load paths comply with a safety factor of S2 = 1,3. The ultimate failure criterion does not apply for parts of the structure which are specifically designed to collapse in a controlled manner (e.g. as required by EN 15227). The treatment of stress concentration as indicated in 5.4.2 also applies in this case. However, the effect of stress concentration should be considered in more detail for brittle materials where local plastic yielding, as a mechanism for stress redistribution at the concentration, does not occur. 5.4.4 Instability Local instability, in the form of elastic buckling, is permissible provided alternative load paths exist and the yield or proof criteria are met. The vehicle structure shall have a margin of safety against an instability leading to general structural failure under exceptional loads. The utilisation (as given by the following equation) shall be less than or equal to 1 when the calculated stress or load is compared to the critical buckling stress or buckling load: 1cb3c≤=σσSU or 1cb3c≤=LSLU where U
is the utilisation; S3
is the safety factor for instability; 1cb
is the critical buckling stress, in newtons per square millimetre (N/mm2); 1c
is the calculated stress, in newtons per square millimetre (N/mm2); Lcb
is the critical buckling load, in newtons (N); Lc
is the calculated load, in newtons (N).
The safety factor shall be taken as S3 = 1,5. The instability criterion does not apply for parts of the structure which are specifically designed to collapse in a controlled manner (e.g. as required by EN 15227). 5.5 Demonstration of stiffness Stiffness limits ensure that the vehicle body remains within its required space envelope and unacceptable dynamic responses are avoided. Any specific requirements and the means for demonstration of stiffness shall be part of the specification. SIST EN 12663-1:2010+A1:2015
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The SIST EN 12663-1:2010+A1:2015 standard presents a comprehensive framework for ensuring the structural integrity of railway vehicle bodies, specifically focused on locomotives and passenger rolling stock, while also offering alternative guidelines for freight wagons. Its primary scope revolves around establishing minimum structural requirements that railway vehicle bodies must meet to sustain various loads, thus enhancing safety and performance within the railway sector. One of the standard's notable strengths lies in its meticulous approach to defining the loads that railway vehicle bodies should withstand. It not only identifies the necessary material data but also provides robust principles for design validation through analysis and testing. This thoroughness ensures that the vehicles built under its auspices are capable of enduring the prevalent operating conditions characteristic of EU and EFTA territories. Furthermore, the standard’s categorization of railway vehicles based solely on structural requirements fosters clarity and precision in compliance. This system allows manufacturers and engineers to navigate the complexities of railway vehicle design more effectively, and for those vehicles that do not fit neatly into predetermined categories, it provides a pathway for developing tailored structural requirements underpinned by the standard’s principles. Moreover, the inclusion of safety considerations in the context of passenger conveyance further enhances the standard's relevance. By referencing EN 15227 for structural features aimed at occupant protection during collision accidents, it aligns with broader safety regulations and advancements in railway vehicle design, reflecting a commitment to safeguarding passengers. In summary, SIST EN 12663-1:2010+A1:2015 stands out as a pivotal standard in the railway industry, reinforcing structural resilience and safety in locomotives and passenger railcars. Its detailed guidelines and adaptability make it a crucial reference for manufacturers, engineers, and stakeholders committed to maintaining high safety and quality standards in rail transport across Europe.
Die Norm SIST EN 12663-1:2010+A1:2015 behandelt die strukturellen Anforderungen an die Karosserien von Schienenfahrzeugen und stellt eine wesentliche Grundlage für die Sicherheit und Integrität von Lokomotiven und Personentransportfahrzeugen dar. Die Norm legt Mindestanforderungen fest, die für die Karosserien von Schienenfahrzeugen erfüllt sein müssen, und definiert zudem die Belastungen, die diese Strukturen aushalten sollten. Ein bedeutender Aspekt dieser Norm ist deren Anwendbarkeit auf alle Schienenfahrzeuge innerhalb des EU- und EFTA-Raums, was die Relevanz der Norm auf zukunftsorientierte Entwicklungen im europäischen Bahnsektor hinweist. Die Definition der Fahrzeugkategorien jedoch erfolgt ausschließlich im Hinblick auf die strukturellen Anforderungen, was es ermöglicht, auch nicht kategorisierte Fahrzeuge auf Grundlage dieser Norm zu spezifizieren. Die Norm enthält klare Vorgaben zur Nutzung von Materialdaten und beschreibt die Prinzipien zur Validierung des Designs durch Analyse und Tests. Dies stärkt die Planungssicherheit und verbessert die Qualitätssicherung bei der Entwicklung neuer Schienenfahrzeuge. Darüber hinaus wird auf die Möglichkeit verwiesen, die in dieser Norm beschriebenen Methoden als alternative Vorgehensweise auch für Güterwagen anzuwenden, was die Vielseitigkeit der Norm unterstreicht. Die Struktur aller Fahrzeuge, die für den Personentransport genutzt werden, muss zudem erweiterte Sicherheitsmerkmale aufweisen, um die Insassen bei Kollisionen zu schützen. Diese Anforderungen sind in der ergänzenden Norm EN 15227 festgelegt und zeigen, dass die SIST EN 12663-1:2010+A1:2015 nicht isoliert betrachtet werden kann, sondern im Kontext eines umfassenden Sicherheitskonzepts für den Schienenverkehr steht. Insgesamt reflektiert die Norm SIST EN 12663-1:2010+A1:2015 eine zeitgemäße und umfassende Herangehensweise an die strukturellen Anforderungen von Schienenfahrzeugen, die sowohl die Sicherheit als auch die Innovationsfähigkeit im Bahnsektor fördert. Die Festlegung klarer Anforderungen und Prüfmethoden, die Harmonisierung innerhalb Europas sowie die Berücksichtigung aktueller technischer Entwicklungen zeugen von der hohen Relevanz dieser Norm für die Planung und den Betrieb von modernen Schienenfahrzeugen.
SIST EN 12663-1:2010+A1:2015は、鉄道車両の車体の構造要件に関するヨーロッパの基準であり、特に機関車や旅客用車両に関連しています。本標準の範囲は、鉄道車両の車体が耐えられるべき最低限の構造要件を規定しており、車両の設計や材料データの使用方法を明示しています。特に、設計検証の原則を分析や試験によって示すことで、実際の運用に即した信頼性を提供しています。 本標準の強みは、車両を構造要件に基づいてカテゴリ分けし、各カテゴリに対する具体的な要件を定める点にあります。また、定義されたカテゴリに適合しない車両についても、その構造要件がこの標準で示された原則に基づいて策定されることを強調しています。このアプローチにより、異なるタイプの鉄道車両でも一貫性のある安全性とパフォーマンスが保証されます。 加えて、SIST EN 12663-1は、EUおよびEFTA地域内のすべての鉄道車両に適用されるため、広範な適用性を有しています。この標準は、これらの国々の特有の運用条件や状況を考慮しており、現実的な基準としての信頼性が確保されています。 さらに、旅客輸送に関連するすべての車両の構造は、衝突事故における乗客の保護機能を持つことが求められる場合が多く、この要件はEN 15227において詳細に定義されています。このように、SIST EN 12663-1は、鉄道車両の安全性と設計における国際基準としての重要性を持ち続けています。
SIST EN 12663-1:2010+A1:2015은 철도 차량 구조 요구사항을 규정하는 유럽 표준으로, 특히 기관차 및 여객 차량에 초점을 맞추고 있습니다. 이 표준의 주요 목적은 철도 차량 차체가 충족해야 할 최소한의 구조적 요구사항을 명확히 정의하는 것입니다. 이 표준에서 핵심적으로 다루는 것은 차량 차체가 견딜 수 있는 하중의 사양이며, 이를 통해 제조업체는 차량 설계를 위한 자료 데이터를 효과적으로 활용할 수 있게 됩니다. 또한, 설계 검증을 위한 원칙과 분석 및 테스트 절차를 제시하여 차량의 안전성과 신뢰성을 보장합니다. SIST EN 12663-1은 유럽연합(EU) 및 유럽자유무역연합(EFTA) 내 모든 철도 차량에 적용되며, 이러한 지역의 운행 환경 및 조건을 반영하여 요구사항을 설정하고 있습니다. 이 표준은 차량 구조의 카테고리를 명확히 구분하며, 특정 카테고리에 맞지 않는 차량의 경우에도 이 표준의 원칙을 기반으로 구조적 요구사항을 정의하도록 안내합니다. 특히 여객 수송과 관련된 차량 구조는 충돌 사고 발생 시 승객을 보호할 수 있는 설계 특성을 포함해야 할 필요성이 있습니다. 이러한 추가 요구사항은 EN 15227에 규정되어 있으며, 이는 SIST EN 12663-1의 구조적 원칙과 함께 차량 설계의 안전성을 강화해 줍니다. 결론적으로, SIST EN 12663-1:2010+A1:2015는 철도차량의 안전하고 신뢰할 수 있는 설계를 위한 필수적인 가이드라인을 제시하며, 유럽 내에서 철도 차량의 국제 표준화와 품질 향상에 기여하는 중요한 역할을 합니다.
La norme SIST EN 12663-1:2010+A1:2015 se positionne comme un document essentiel pour les applications ferroviaires, spécifiquement en ce qui concerne les exigences structurelles des caisses de véhicules ferroviaires, notamment les locomotives et les matériels roulants passagers. Cette norme européenne définit les exigences structurelles minimales que doivent respecter les caisses de ces véhicules. L'un des principaux atouts de cette norme réside dans sa capacité à spécifier les charges que les caisses des véhicules doivent être capables de supporter, tout en fournissant des directives claires sur l'utilisation des données matérielles. De plus, la norme met en avant les principes qui doivent être respectés pour la validation des conceptions, que ce soit par des analyses ou des tests. Cela constitue une base solide pour garantir la sécurité et la durabilité des véhicules ferroviaires. Une autre force de la norme est son applicabilité à l'ensemble des véhicules ferroviaires dans les territoires de l'UE et de l'AELE, en tenant compte des conditions d’exploitation spécifiques à ces régions. Cela permet d'assurer une uniformité dans les exigences structurelles, ce qui est crucial pour la sécurité et l'efficacité des transports ferroviaires à l'échelle européenne. La norme classe également les véhicules ferroviaires en différentes catégories, basées uniquement sur les exigences structurelles. Cela permet d'assurer que même les véhicules qui ne s'inscrivent pas dans ces catégories définies reçoivent une attention adéquate en matière de spécification structurelle, selon les principes établis dans cette norme européenne. Il convient aussi de souligner que les véhicules associés au transport de passagers doivent intégrer, en plus des exigences de cette norme, des caractéristiques visant à protéger les occupants en cas d'accident d’impact. Ces exigences sont définies dans la norme EN 15227, ce qui renforce encore la pertinence de la SIST EN 12663-1:2010+A1:2015 dans le cadre d'une approche globale de sécurité ferroviaire. En résumé, la norme SIST EN 12663-1:2010+A1:2015 est un document fondamental qui établit des exigences minimales structurales pour les caisses de véhicules ferroviaires, répondant ainsi aux enjeux de sécurité, de conformité et de design au sein du secteur ferroviaire.
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