Technical Specification F4E-OMF-0503 - Annex B - … ·  · 2014-04-22between the European Union,...

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Printed copies are not controlled. Confirm version status through the F4E document management system (idm@F4E) Generated on 11-Dec-2013 idm@F4E UID / VERSION 26HVXP / 1.1 VERSION CREATED ON / STATUS 10 Dec 2013 / Approved EXTERNAL REFERENCE Technical Specification F4E-OMF-0503 - Annex B - Technical Specification TECHNICAL SPECIFICATION FOR THE PROVISION OF ENGINEERING SUPPORT IN THE AREA SEISMIC, DYNAMIC AND STRUCTURAL ANALYSES OF ITER BUILDINGS AND MECHANICAL COMPONENTS. Version with track changes in attachment. Approval Process Name Action Affiliation Author Jimenez M. 10-Dec-2013:signed F4E-A90 Co-Authors Reviewers Combescure D. 11-Dec-2013:recommended (Fast Track) F4E-A90 Previous Versions Reviews Combescure D. Hanna G. Portone A. Serra G. Smith W. * Zanardi K. 20-May-2013:recommended v1.0 16-May-2013:recommended v1.0 27-May-2013:recommended v1.0 27-May-2013:recommended v1.0 17-May-2013:recommended v1.0 27-May-2013:recommended v1.0 F4E-A10 F4E-A90 F4E-A100 F4E-A90 F4E-ADM02 Approver Chaffard P.- Y. 11-Dec-2013:approved F4E-A90 RO: Jimenez Marc (F4E) Read Access LG: Support, LG: external-expert, AD: IDM_F4E, AD: IDM IE-TS-AN-00 Analysis and Codes, project administrator, RO

Transcript of Technical Specification F4E-OMF-0503 - Annex B - … ·  · 2014-04-22between the European Union,...

Printed copies are not controlled. Confirm version status through the F4E document management system (idm@F4E)Generated on 11-Dec-2013

idm@F4E UID / VERSION

26HVXP / 1.1

VERSION CREATED ON / STATUS

10 Dec 2013 / ApprovedEXTERNAL REFERENCE

Technical Specification

F4E-OMF-0503 - Annex B - Technical Specification

TECHNICAL SPECIFICATION FOR THE PROVISION OF ENGINEERING SUPPORT IN THE AREA SEISMIC, DYNAMIC AND STRUCTURAL ANALYSES OF ITER BUILDINGS AND MECHANICAL COMPONENTS.

Version with track changes in attachment.

Approval Process Name Action Affiliation

Author Jimenez M. 10-Dec-2013:signed F4E-A90Co-AuthorsReviewers Combescure D. 11-Dec-2013:recommended (Fast Track) F4E-A90Previous Versions Reviews

Combescure D. Hanna G. Portone A. Serra G. Smith W. *Zanardi K.

20-May-2013:recommended v1.016-May-2013:recommended v1.027-May-2013:recommended v1.027-May-2013:recommended v1.017-May-2013:recommended v1.027-May-2013:recommended v1.0

F4E-A10F4E-A90F4E-A100F4E-A90F4E-ADM02

Approver Chaffard P.- Y. 11-Dec-2013:approved F4E-A90RO: Jimenez Marc (F4E)

Read Access LG: Support, LG: external-expert, AD: IDM_F4E, AD: IDM IE-TS-AN-00 Analysis and Codes, project administrator, RO

Printed copies are not controlled. Confirm version status through the F4E document management system (idm@F4E)Generated on 11-Dec-2013

Change LogTitle (Uid) Version Latest Status Issue Date Description of Change

F4E-OMF-0503 - Annex B - Technical Specification (26HVXP_v1_1)

v1.1 Approved 10 Dec 2013

It has been taken into account the comment from P.Y. Chaffard to clarify the limited design activity on this FWC. Version with track changes is attached for convenience.

F4E-OMF-0503 - Annex B - Technical Specification (26HVXP_v1_0)

v1.0 Approved 16 May 2013

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F4E-OMF-0503 - Annex B - Technical Specification (26HVXP_v0_0)

v0.0 In Work 15 May 2013

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ANNEX B – Technical Specification

TECHNICAL SPECIFICATION

FOR THE

SEISMIC, DYNAMIC AND STRUCTURAL ANALYSES OF ITER

BUILDINGS AND MECHANICAL COMPONENTS

idm@F4E Reference: F4E_D_26HVXP Call No F4E-OMF-0503

Abstract

This Technical Specification concerns the provisions of the seismic, dynamic and structural analyses Framework Contract. Three different lots will cover the technical areas. The Specific Task Orders for analyses of ITER Buildings and Mechanical Components will be placed during the duration of the Framework Contract (48 months).

Template: F4E_D_ F4E_D_22EVAD v1.5

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Table of Contents

1. Introduction ....................................................................................................................................................4

1.1. Introduction to ITER & Fusion for Energy ......................................................................................4

1.2. Subject of this Technical Specification...........................................................................................4

2. Scope of the Tender ......................................................................................................................................4

2.1. Scope of supply .............................................................................................................................4

2.1.1. General .......................................................................................................................................4

2.1.2. Services ......................................................................................................................................5

2.2. Items supplied by F4E ...................................................................................................................5

3. Technical Requirements ................................................................................................................................6

3.1. Analysis activities...........................................................................................................................6

3.2. Software requirements...................................................................................................................8

3.3. Areas of Proficiency .......................................................................................................................8

4. Tests at Supplier Workshop / Test Facility ....................................................................................................8

5. Logistic Support Requirements......................................................................................................................8

6. Assembly, Commissioning and Tests on Site................................................................................................8

7. Long Term Conditions ...................................................................................................................................8

8. Applicable Design References.......................................................................................................................8

9. Deliverables and Scheduling .........................................................................................................................9

10. Quality Assurance Provisions ......................................................................................................................9

11. Identification Requirements .........................................................................................................................9

12. Compliance Matrix .......................................................................................................................................9

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Terms and DefinitionsTerm Definition AcronymAcceptance Data Package

Is the documentation package linked with a deliverable to be submitted by the supplier ADP

Fusion for Energy

The European Joint Undertaking for ITER and the Development of Fusion Energy

F4E

Technical Responsible Officer

F4E’s responsible for communicating all technical contractual actions and decisions to the Supplier

TRO

Quality Officer F4E’s responsible for QA for the Contract QAOIO ITER Organisation sometimes referred to as ITER IOKOM Kick-Off Meeting of the Contract KOMSubcontractor All economic operators who supply items to the Supplier under the Contract ---

Supplier

The supplier is either:1. the Contractor as defined in the supply or service Contract, or2. the Beneficiary as defined in the Grant Agreement.The successful Bidder (Tenderer or Applicant) is referred in the document as the “supplier”.The supply-chain follows the scheme below

Supplier -> Organization (F4E) -> Customer (e.g. IO )

---

Structure, Systems and Components

Each of the ITER elements identified in the Plant Breakdown System SSC

CAD Computer Aided Design CADFEM Finite Element Model FEM

Applicable Documents

Ref number Doc Number Doc number and document title.

- - -

Reference Documents

Ref number Doc Number Doc number and document title.

1 ITER_D_25EW4K v4.0

Codes and Standards for ITER Mechanical Components

2 ITER_D_283B24 v2.10

ITER Structural Design Code for Buildings, Part 1: Design criteria.

3 ITER_D_2ERTXQ v1.15

Load specification for Buildings with Safety Requirements,

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1. Introduction

1.1. Introduction to ITER & Fusion for Energy

The ITER project aims to build a fusion device, twice the size of the largest current devices, with the goal of demonstrating the scientific and technical feasibility of fusion power. It is a joint project between the European Union, China, India, Japan, South Korea, the Russian Federation and the USA. ITER will be constructed in Europe, at Cadarache in the south of France.

Most of the components that make up the ITER project are to be manufactured by each of the participating countries and contributed in kind through so-called Domestic Agencies including Fusion for Energy. In many cases the engineering and technologies required to manufacture these components are very advanced.

The European Joint Undertaking for ITER and the Development of Fusion Energy or 'Fusion for Energy' is a type of European organisation known as a Joint Undertaking created under the Euratom Treaty by a decision of the Council of the European Union.

'Fusion for Energy' has three main objectives:

Providing European contributions to the ITER international fusion energy research project being built in Cadarache, France; In particular, Fusion For Energy is responsible for delivering all the buildings of ITER facility, the main part of the Vacuum Vessel and many different mechanical systems (ICRH antenna, TBM, etc...).

Providing European contributions to a number of joint projects with Japan that aim to accelerate the development of fusion - the "Broader Approach";

Coordinating a programme of activities to prepare for the first demonstration fusion reactors that can generate electricity (DEMO).

1.2. Subject of this Technical Specification

The present tender is for the supply of seismic, dynamic and structural analyses of ITER buildings and components. The Framework Contract will be divided in three different lots. The Contractors selected on the basis of the present tender shall provide technical support in these fields of competence for the development of design and analysis of buildings and components, starting from the present baseline of the ITER project, its nuclear licensing up to the level required for manufacturing and construction.

2. Scope of the Tender

2.1. Scope of supply

2.1.1. General

The scope of this tender is to provide structural analyses, technical support and expertise to assess and/or improve the design of ITER building and components and analyse them against seismic and dynamic loads, also during the construction phase of ITER facility.

The main ITER mechanical components under the scope of this technical specification are detailed in a non-exhaustive list below:

Reinforced concrete and steel structures with their heavy equipments (cranes, nuclear doors, etc...) Magnets Vacuum Vessel Blanket System Divertor Remote Handling Equipment

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Cryoplant and fuel cycle systems Test Blanket Modules Neutral Beam and EC Power Suppliers and Sources Diagnostics ICRH Antenna

The Framework contract will be divided in three lots:

- Lot 1, dealing with the seismic analysis and design of building and mechanical components of ITER facility,

- Lot 2, dealing with dynamic analysis and design of building and mechanical components of ITER facility,

- Lot 3, dealing with structural analysis and design of buildings and structures during the construction of ITER facility

2.1.2. Services

The services to provide are advanced structural analysis, mainly FEM calculations, by means of specific Task Orders. Also, they are included limited design activities regarding the drafting, revision and assessment of construction drawings and models. The Acceptance Data Package for each specific Task Order shall include guidelines, structural analysis reports, computational models, CAD models, drawings, calculations sheets, scripts and macros, and other deliverables.

2.2. Items supplied by F4E

For each specific Task Order, F4E may provide CAD files, calculation models or any other input required for the analysis, some examples can be found in the Figures below.

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Figure 1: Example of FE model used for seismic analysis, Tokamak machine and Neutral beam injectors inside the Tokamak building.

Figure 2: Example of FE model used for dynamic analysis, impact load of a steel bridge onto a reinforced concrete building structure

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3. Technical Requirements

3.1. Analysis activities

The Supplier shall be able to perform the following activities, related to the area of seismic, dynamic and structural analysis and design.

For Lot 1 (seismic analysis and design of building and mechanical components of ITER facility), the task orders will deal with one or several of the following topics:

- Seismic analysis, design or check of ITER components,

- Seismic analysis, design or check of ITER buildings,

- Advanced seismic analysis with soil-structure interaction, non linear behaviour (material nonlinearities, contact, uplift, sliding, etc…), seismic isolation system, fluid structure interaction, sloshing phenomena, etc…,

- Determination of seismic floor response spectra taking into account the coupling between the equipments and their supports (structure, soil, etc…),

- Structural assessment against the required acceptance code or criteria, including recommendations for improvement or optimization, as a result from the analysis or calculation

- Writing of guidelines for the seismic design and qualification of the ITER components.

The components and the building structures may or may not be nuclear classified. The structures to be studied may be made by reinforced concrete, steel, composite, ceramic or natural geotechnical materials

For Lot 2 (dynamic analysis of building and mechanical components of ITER facility),

The task orders will deal with one or several of the following topics:- Analysis, design or check of ITER components under dynamic loads (induced vibrations,

electromagnetic, drop, blast, impact or other impulsive-type loads, etc…)

- Analysis, design or check of ITER buildings under dynamic loads (induced vibrations, drop, blast, impact or other impulsive-type loads, etc…),

- Advanced dynamic analysis with soil-structure interaction, non linear behavior (material nonlinearities, contact, uplift, sliding, etc…), fluid structure interaction, etc…,

- Determination of shock response spectra taking into account the coupling between the equipments and their supports (structure, soil, fluid, etc…),

- Structural assessment against the required acceptance code or criteria, including recommendations for improvement or optimization, as a result from the analysis or calculation

- Writing of guidelines for the design of the ITER components and building structures including the simplification of complex dynamic loads into equivalent static load.

The components and the building structures may or may not be nuclear classified. The structures to be studied may be made by reinforced concrete, steel, composite, ceramic or natural geotechnical materials

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For Lot 3 (structural analysis and design of buildings and structures during the construction of ITER facility), the task orders will deal with one or several of the following topics:

- Analysis, design or check of ITER building structures under seismic, dynamic or other accidental and permanent loads (gravity, thermal, pressure, etc…),

- Construction design and check of ITER building structures including construction drawings and technical reports for the French Nuclear Safety Regulator,

- Writing of guidelines for the design of the ITER building structures, its main mechanical components and the determination of the interface loads with complex industrial and electrical components.

- Performing simulation of fire on building’s structural element (reinforced concrete or steel structure) and providing evidence on fire stability capacity and the kinematic of collapse.

- Performing expertise on main structural materials, such as concrete, qualification process, durability aspects, steel structure, intumescent painting, construction tolerances, steel liner, a magnetic steel.

- Performing calculation on vibrating machine to be decoupled from foundation bloc.

- Performing calculation and expertise in global behavior of a concrete and/or mixed structure taking into consideration all sophisticated parameters, shrinkage, temperature variations, creep effect, soil-structure interaction and construction phasing.

- Performing calculation of special embedded parts within reinforced concrete structure.

- Performing drop loads and /or blast loads integrating secondary missile effect.

- Give expertise in lessons learned as well as well-known practice in terms of defined quality for nuclear projects

- Give Expertise in heavy nuclear door as well as confinement doors.

- Assessment and analysis of effects coming from concomitance of unlikely accidental events ( Seismic event plus fire event)

- Performing calculation on confinement at the scale of a building or several rooms.

- Calculation of ground parameters with a special focus on karst occurrence.

The components and the building structures may or may not be nuclear classified. The structures to be studied may be made by reinforced concrete, steel, composite, ceramic or natural geotechnical materials.

3.2. Software requirements

The Supplier shall run ANSYS APDL software for the seismic and mechanical calculations and LS-DYNA or ABAQUS explicit software for the dynamic analysis. Specialized software such as SASSI, MISS3D or equivalent for soil-structure interaction may be used for specific tasks. The verification and validation methods of the data output will be discussed with the Supplier at the level of each specific tasks. This will be particularly important for the SIC classified components and nuclear buildings.

The Supplier shall run CATIA v5 for the design activities (current release used in IO and F4E is r20).

3.3. Areas of Proficiency

Supplier must demonstrate expertise in the following twelve (12) Areas of Proficiency:

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i) Fields of knowledge

(1) Elastic structural analysis (ie. static, modal, transient dynamic, response spectrum...).

(2) Non-linear analysis with FEM codes (ie. contact surfaces, concrete cracking, plasticity, failure, large deflections, ...).

(3) FEM stress classification and categorisation techniques for code assessment of mechanical components.

(4) Design for serviceability and ultimate limit states of civil engineering structures and application of limit analysis.

(5) Advanced analysis including coupled and complex analyses: - for Lot 1: soil-structure interaction or fluid-structure interaction, - for Lot 2: fluid-structure interaction, aircraft impact analysis or explosion

modelling. - for Lot 3: verification of structural elements under complex load case (fire,

seismic, pressure, etc...).(6) Validation of techniques, methodologies and tools against international benchmarks or

experimental campaigns

ii) Fields of application

(7) a) Nuclear Codes for mechanical components (RCC-MR or RCC-M or ASME III ) b) Nuclear Codes for civil engineering structures (RCC-G or ETC-C).

(8) Non-nuclear Codes for mechanical components and structures (EN Eurocodes or ASME VIII).

(9) Drafting stress reports and developing design of nuclear components and civil engineering structures with safety functions. For Lot 3, the analysis and design activities will have to be conducted during the construction stage.

iii) Tools

(10) ANSYS or ABAQUS softwares with user defined scripts (Use of APDL or equivalent language).

(11) Specialized software or specific subroutines: - for Lot 1: soil-structure interaction for calculation of the seismic floor response spectrum such as SASSI, MISS3D or equivalent - for Lot 2: explicit software for impact and/or explosion analysis as LS-DYNA or ABAQUS or equivalent. - for Lot 3: dedicated software to the generation of detailings (reinforcement drawings, etc...)

(12) CATIA v5.

4. Tests at Supplier Workshop / Test Facility

Not applicable.

5. Logistic Support Requirements

Not applicable.

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6. Assembly, Commissioning and Tests on Site

Not applicable.

7. Long Term Conditions

Not applicable.

8. Applicable Design References

Not applicable.

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9. Deliverables and Scheduling

Schedule for each specific Task Order will be provided with deliverables, milestones (as points where major results have to be achieved), and control points (at which decisions are needed). Whenever necessary, a due date will be indicated.

For the Framework Contract the following deliverables are required:

List of Deliverables

No. Name / Nature Description Delivery date (month)

1 Quality Plan Quality Plan according to Management Specifications See Annex A

2

Framework

Acceptance Data

Package

Acceptance Data Package of the Framework contract including a summary report of the activities developed under the Framework Contract from the Technical and Management point of view (see Annex A - Management Specifications)

Contract date +

24 months

10. Quality Assurance Provisions

The Quality Assurance provisions are regulated by the “Management Specification” (see Annex A of the Contract) which is part of the procurement package.

11. Identification Requirements

Each analysis will be identified with a unique and specific code that will be provided by the TRO.

12. Compliance Matrix

Not applicable.