IFE Plant Structural Concepts Including Shielding and Optical Stability Requirements Thomas Kozub, Charles Gentile, Irving Zatz - PPPL

HAPL 2 Overview Conceptual Development of an Integrated IFE Facility Structural Design Incorporates Several Interconnected Design Requirements: –Basic Structure for Facility Core –Provide Stable Platform for Optics –Provide Necessary Shielding –Incorporate Methods for Plant Servicing –Meet all Regulatory Requirements All Elements are Integrated into an Single Efficient Design

HAPL 3 Conceptual Structural Design (with current MI core design)

HAPL 4 View with Dome and Outer Wall Removed

HAPL 5 IFE Plant Model Section Views

HAPL 6 Generic Structural Design Major facility dimensions are fixed as determined by optical geometry and shielding requirements Any reactor chamber core design that fits within the 40m diameter bio-shield can be accommodated with this design Integrated multifunctional use of components to efficiently meet multiple requirements

HAPL 7 Fundamental Design The basic design is very simple, a combination of spheres and cylinders. The inner most concrete structural component is the spherical “bio-shield” which contains and supports the reaction chamber and all associated components. The bio-shield is contained within a larger structural sphere composed of the interconnected GIMM outer supports struts and connected to the bio-shield through the GIMM shielding units. This spherical GIMM shield support structure is integrated into a series of cylinders carrying the load to the foundation. These cylinders are interlinked with radial arches.

HAPL 8 Fundamental Design For the tulip magnetic intervention concept, the suggested vessel chamber is a cylinder with hemispherical ends. This geometry will contain all necessary core components while minimizing vacuum volume and will fit completely through the service opening.

HAPL 9 Analysis Methodology Optimize the static structural design to withstand dead loads and mechanical loads. Perform a modal and, if necessary, a frequency and transient analysis to determine the structural adequacy of the design subjected to dynamic loads. If necessary, optimize the design of GIMM and other relevant components to assure performance will be within the specified displacement and vibration criteria. Optimize material utilization and function.

HAPL 10 FEA Model

HAPL 11 Optical Platform Stability Design Requirements: –Static support of the GIMM structures to the facility's foundation. –Structural elements to maintain stability and alignment within the prescribed tolerances of the optical components. –A GIMM base that provides a mirror surface flatness to a quarter wavelength. –Elimination of high frequency vibration at GIMM that is beyond the dynamic tracking response of the steering mirrors. –Methods for mounting the GIMM within the vacuum beam duct at the several various required orientations. –Necessary features for the installation, adjustment, servicing and replacement of the GIMM components.

HAPL 12 Current GIMM Geometry Drawing by Malcolm McGeoch

HAPL 13 GIMM Structural Shielding Block Unit Section

HAPL 14 GIMM Vibration Isolated Base Support

HAPL 15 GIMM Shield Units form an Integrated Structural Component of the Facility Providing the Dual Functions of Load carrying structure and shielding

HAPL 16 Sources of Vibration Reducing the sources of vibration to an minimum is as important as the attenuation of vibration. Sources of vibration grouped by strength of coupling to the GIMM: –Sources acting directly on the GIMM. –IFE Process sources acting on the central core structure. –Facility and other sources dispersed throughout the plant.

HAPL 17 Sources of Vibration Acting Directly on the GIMM Thermal shock from target detonation –Impulse at rate ~5Hz Thermal shock from laser pulse –Impulse at rate ~5Hz Flow of GIMM coolant –Continuous source Electromagnetic effects –To be determined

HAPL 18 IFE Process Sources of Vibration Through the Facility Structure Target detonation impulse –Ion, radiation and thermal impulse at ~5Hz Magnetic Intervention field pulse –Field force response into structure at ~5Hz

HAPL 19 Facility and Other Sources of Vibration Rotating machinery: pumps, motors, etc. Valves operating Fluid flow through pipes Transformers and other electrical devices Elevators, cranes, trucks, doors External sources through foundation Atmospheric and Seismic

HAPL 20 Primary Servicing Design Dome incorporates a large crane with a 1500 ton capacity (Typical “ship yard” type) Upper level platform for locating large service components of up to 1500 ton each Upper four GIMM shield units are removable Bio-Shield incorporates a 22m removable plug for vessel access

HAPL 21 Example illustrations with and without removable core components

HAPL 22 Major Service Loads (Current MI Design) Mirror Shield Unit1200 ton Bio-Shield Plug1100 ton Vessel Dome500 ton Vessel Cylinder1000 ton MI Core Components<500 ton each

HAPL 23 Conclusions This design strategy provides a scalable and flexible approach to meeting the structural requirements of an evolving project. This design efficiently incorporates the required shielding materials into the core structure providing increased stability and functionality This design rigidly binds together critical components and infrastructure while minimizing the effects vibration.

HAPL 24 Future work Complete static load and vibration mode finite element analysis Optimization and volume reduction of structural elements GIMM mounting: –Vibration isolator design –Refinement of the GIMM shield units –Cooling methods minimizing vibration –Servicing features and details Integrated facility structural details