Baseline Design for Braidwood

Slides:



Advertisements
Similar presentations
Optical Aliphatic Films Optical Aliphatic TPU films Glass Glass Bonding interlayer (Krystalflex®) Polycarbonate Bonding interlayer (Krystalflex®)
Advertisements

3 – Fracture of Materials
MATERIALS TESTING.
TED 316 – Structural Design
Reinforced Concrete Flexural Members
Progress Report on O’Hare Modernization Plan February 8, 2004 University of Illinois Department of Civil and Environmental Engineering Concrete Mix Designs.
Engineering materials lecture #14
Far Detector Assembly Block Pivot Table Design Review WBS Dave Pushka April 2 nd 2008.
Vacuum Vessel Production Readiness Review
One Eighty brings high level technology to real life problems that manufacturers and fabricators face. We provide engineering solutions. Solutions to.
Prediction of Load-Displacement Curve for Weld-Bonded Stainless Steel Using Finite Element Method Essam Al-Bahkali Jonny Herwan Department of Mechanical.
2009 ASME Wind Energy Symposium Static and Fatigue Testing of Thick Adhesive Joints for Wind Turbine Blades Daniel Samborsky, Aaron Sears, John Mandell,
Effect of Stress Risers on Tensile Tests Eileen O’Byrne-Hudson Mario Trinchero Jessica Enos Shawna Enos SRJC Engineering 45 December 9, 2009.
NAVAL MATERIALS.
1 Status of infrastructure MICE Video Conference, August 17, 2005 Yury Ivanyushenkov Applied Science Division, Engineering and Instrumentation Department.
INTERIOR WALL FINISHES
LECTURER6 Factors Affecting Mechanical Properties
Lab 6B -Fracture Toughness and Fracture Toughness-limited Design Big bang for the buck!
Petroleum Engineering 406 Floating Drilling
Pressure Vessels.
Effect of finite size of component The SIF derived earlier is for cracks in an infinite body. However the finite size, geometry of the component, loading.
INTRODUCTION Definition:
Unit 2 Terms & Definitions.  Legal requirements designed to protect the public by providing guidelines for structural, electrical, plumbing, and mechanical.
Mechanical Design Of Process Equipment.
ZTF Cryostat Finite Element Analysis Andrew Lambert ZTF Technical Meeting 1.
FOOTINGS. FOOTINGS Introduction Footings are structural elements that transmit column or wall loads to the underlying soil below the structure. Footings.
FAILURE ANALYSIS Sources of failure - - Sources of failure - - Material Related Failures. Deficiency in Design. Service Related Failures. Environmental.
Hoan Bridge Failure Analysis Hoan Bridge Failure Analysis Wisconsin Department of Transportation City of Milwaukee, WI December 13, 2001 City of Milwaukee,
November 16, 2001 C. Newsom BTeV Pixel Modeling, Prototyping and Testing C. Newsom University of Iowa.
High strength materials are being increasingly used in designing critical components to save weight or meet difficult service conditions. Unfortunately.
1 Discussion for basic options — engineering video conference July 12, 2006 Outline Water pool — advantages — issues, problems, engineering options Aquarium.
Fatigue Fatigue is the lowering of strength or the failure of a material due to repetitive stress, which may be above or below the yield strength. Many.
Structural option for the Jinping neutrino central detector Contributor : Yuanqing Wang, Zongyi Wang Speaker : Zongyi Wang Department of civil engineering,
A detector design for the Daya Bay reactor neutrino experiment Yifang Wang Institute of High Energy Physics, Beijing Jan. 18, 2004.
Feasibility Analysis P Thermoforming Quote- CJK.
FLARE Constructing the detector First FLARE Workshop November 4-6, 2004 Rafael Silva Fermilab / PPD / MD Fermilab Liquid Argon Experiments.
Concrete Mix Designs for O’Hare Modernization Plan
Week 4 Fracture, Toughness, Fatigue, and Creep
1 Homes take DUSEL NSF Preliminary Baseline Review - April 13-15, 2010 Bob Altes Engineer- ISE Water Shield Engineering Figure Courtesy PDG and LBNL Homestake.
Structure Update Installation & Building Update Revisions Outlined Costs Revisited (since given to Gina) Jeff Nelson Fermilab.
Welding Inspection and Metallurgy
Mechanical Designs of The Central Detector Jinyu Fu
Why Choose Xtek? Xtek Crane Wheels. Crane Maintenance Spending Survey Results From AIST Crane Symposium Wheel Assemblies 43%
Fracture Mechanics Lecture 1 Recap By visiting student from SkTech (Moscow), Dmitrii (Dima) Vasilev
Concentric Axial Loading OPTI 521L Kal Kadlec Rachel Ulanch.
ENGINEERING MATERIALS Haseeb Ullah Khan Jatoi Department of Chemical Engineering UET Lahore.
Problems 1. A large plate is fabricated from a steel alloy that has a plane strain fracture toughness of 82.4MPa√m. If, during service use, the plate is.
Week 4 Fracture, Toughness, Fatigue, and Creep
Design Guidelines Injection Moulding Engineering Design.
ISSUES TO ADDRESS... How do flaws in a material initiate failure? How is fracture resistance quantified; how do different material classes compare? How.
PRESSURE VESSEL. 1.Determine the bursting steam pressure of a steel shell with diameter of 10 inches and made of ¼ in thick steel plate. The joint efficiency.
Plastic Injection Molding
3-D Printed Pressure Vessel Design to Maximize Volume to Weight
Stress and cool-down analysis of the cryomodule
The Thick Walled Cylinder
SBN Far Detector Installation & Integration
Lecturer: Dr. Frederick Owusu-Nimo
INTRODUCTION.
Properties of Materials
The Thick Walled Cylinder
Choosing of materials Higher Product Design.
SiD Engineering Status Report
MATERIALS TESTING. Why are metals tested ? Ensure quality Test properties Prevent failure in use Make informed choices in using materials Factor of Safety.
Mechanical Properties: 2
Bunker Wall Design Wall ESS
Selection Criteria Properties Availability Cost
Mechanical Properties Of Metals - I
Choosing of materials Higher Product Design.
Mechanical Housings Design of a housing begins when the other elements of a mechanism have been already designed in every detail: with the shafts and axles.
Mechanical Properties
Presentation transcript:

Baseline Design for Braidwood Victor Guarino Group Leader - Mechanical Engineer Argonne National Laboratory High Energy Physics division Victor Guarino Mechanical Support Group High Energy Physics - ANL

BaselineWork Accomplished Written 50 page detailed design report. Defined detector Parameters Identified and evaluated industry standards for designing and fabricating Acrylic structures. Defined detector Assembly procedures. Performed detector Structural Analysis Performed structural analysis for detector Support Structure Defined and costed required Facilities and worked on site location. Technology Transfer trip with Reynolds Polymer Technology. Victor Guarino HEP-ANL

Detector Parameters Three Volumes Inner volume 0.1% Gadolinium – 3.8m Dia. Middle Volume – no Gadolinium – 4.8m Dia. Outer Volume – Mineral oil without scint. or Gadolinium – 6.5m Dia. Victor Guarino HEP-ANL

Detector Design Outer steel sphere will be constructed in two halves joined with a flange to permit access if needed to PMTs. 6 vertical and 3 horizontal straps will support each inner sphere. All spheres will be simultaneously filled to reduce forces on internal support structure. Victor Guarino HEP-ANL

Designing With Acrylic Laminated Glass Scratch resistant High strength and stiffness Very brittle Low impact strength Acrylic Soft and scratches easily Potential to yellow in UV light Higher impact strength than glass Polycarbonate Cast Acrylic is the material of choice Commonly used for large structures Only material allowed in PVHO Stronger than Polycarbonate and does not have the brittleness of glass Victor Guarino HEP-ANL

Designing With Acrylic Fracture Mechanics Acrylic structures can fail at stresses lower than yield in a brittle manner due to unstable crack propagation. Design to a leak before failure criteria. Design stress of ~507psi is calculated on textbook values of fracture toughness. ASME PVHO -1,2 standards provide additional guidelines for maximum crack size and inspection. Cracks may develop during service due to chemical attack, thermal gradients, and fatigue. This may be a significant problem with pseudocumene. Victor Guarino HEP-ANL

Detector Assembly Inner acrylic sphere will be completely assembled off-site. Half spheres of middle acrylic sphere will be assembled off-site. Top half of middle sphere will be attached to inner sphere and then this assembly attached to bottom half sphere. Top half of outer steel sphere will be attached to middle sphere and then this assembly attached to bottom half sphere. Victor Guarino HEP-ANL

Detector Assembly Victor Guarino HEP-ANL

Detector Assembly Victor Guarino HEP-ANL

Detector Assembly Victor Guarino HEP-ANL

Detector Assembly Acrylic joints are a potential problem SNO had many problems Shrinkage during bonding caused deformation and internal stresses – potential source of future crazing. Thinner walls (8-12mm) should minimize this problem. Bonded joints need to be polished on the inside and outside. This is not possible on all of the joints. What is the optical quality of joints not polished on the inside? A possible 2” wide band not polished on the inside on the equator of the middle sphere. Victor Guarino HEP-ANL

Detector Structural Analysis Three Loading Scenarios examined Empty and being moved During filling process Full and being moved. Calculations performed: Sphere thicknesses based on supporting the entire weight of the liquid. Internal support structure of spheres supporting only the weight of the spheres. External support structure of detector to minimize deflections and induced stresses in spheres. Victor Guarino HEP-ANL

Detector Structural Analysis Sphere thicknesses: Inner Acrylic Sphere 10mm Middle Acrylic Sphere 14mm Outer steel sphere 6mm 6 vertical and 3 horizontal straps will be used to locate inner spheres No straps on the bottom of the sphere because it is felt that the sphere self weight is enough to insure that they do not float. Victor Guarino HEP-ANL

Detector Structural Analysis Victor Guarino HEP-ANL

Detector Support Structure Victor Guarino HEP-ANL

Facilities Near/Far Detector Buildings: $300k for surface building 300 tons overhead crane 40’ x 60’ travel and 550’ lift capacity At the far detector site there will be office space in a trailer. Utilities, lighting, Heat in each building $300k for surface building $1.4M for crane ~$15k for trailer for office space Victor Guarino HEP-ANL

Braidwood Near Detector Site Victor Guarino HEP-ANL

Comments from trip to Reynolds Polymer 800 psi design stress for acrylic Based on year tests done by Navy No crazing found in flexural loaded samples with 810 psi tensile stresses Bonds are design at 85% of this value Standard bond requires access to both sides of joint. Making two separate hemispheres allows full access Special well joint then needed for assembling full sphere 2” wide area of poor transparency Inner sphere could avoid this by having large enough chimney for person access (>18” ID ) Chimney design requires carefully designed ring to reduce stress concentrations Curved Acrylic pieces less than 1” thick are formed from stock cast sheet sizes. Surface flaws are repairable. Standard design guarantee from Reynolds is 10 years We must conduct tests to check compatibility of scintillator solution Grand Sasso rejected Acrylic after identifying chemical compatibility problems Maximum piece size for the detector is a trade off between shipping costs and on-site bonding effort. Need to sample acrylic for background radiation. Reynolds can provide samples of bonded joints to test light transmission. Victor Guarino HEP-ANL

Conclusion We need to begin immediately the pseudocumene/acrylic compatibility. Preliminary Baseline Design has been completed. Trip to Reynolds confirmed basic design/assembly of acrylic spheres. More R&D is needed on acrylic sphere construction/bonding and cost estimating. Outer steel sphere construction/geometry needs additional thought. Detailed design and the development of an R&D plan will be completed in the near term. Victor Guarino HEP-ANL