Fracture of Divertor Structures Jake Blanchard ARIES Meeting April 2011.

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Presentation transcript:

Fracture of Divertor Structures Jake Blanchard ARIES Meeting April 2011

Outline Primer on Fracture Mechanics Preliminary Results for Divertor Structures Future Plans

Design of Engineering Structures In early 20 th century, design of metal structures was strictly stress based Onset of high performance ships (Liberty ships, WWII) changed things

What happened? stress Temperature fracture Low strength high strength

Fracture Mechanics Size and Orientation of Cracks Stress Fields Material Properties

Crack Tip Stress Fields (Elastic) Consider a sharp crack in an elastic material K is stress intensity factor Function of geometry and loading Fracture occurs when K reaches critical value (K IC – fracture toughness) r 

An Example Consider an infinite plate with a through crack Glass: K IC =1 MPa-m 0.5 Al: K IC =20 MPa-m 0.5 For a=100 microns, fracture stresses are 56 MPa for glass and 1,100 MPa for Al

Fracture Toughness (room temp) MaterialToughness (MPa – m^0.5) 7075 Aluminum Steel50 Silicon Carbide4 Polystyrene1 Tungsten (polycrystalline)5 Beryllium10 These values depend strongly on processing.

Ductile vs. Brittle

Temperature Dependence

Stress Fields in Ductile Materials Ductile materials will develop plastic deformation at crack tips This toughens material and resists catastrophic crack growth Previous analysis is not valid Analysis uses integral around crack tip, rather than stress intensity factor

Failure Criterion for Ductile Materials Base failure prediction on work required to create fresh fracture surface Write as line integral W=strain energy density T=tractions U=displacement

Irradiated Materials

Fatigue Crack Growth Previous analyses refer to catastrophic, unstable crack growth Repeated application of loads can lead to incremental crack growth

Characterizing Cracks Key Question: What is initial crack size? We need non-destructive examination (NDE) Options: ◦ Dye penetrant ◦ Ultrasound ◦ X-rays ◦ Eddy currents ◦ Thermography ◦ Etc. Costs and capabilities vary

ITER Structural Design Criteria Primary Loads Primary + Secondary Loads Elasto-Plastic Analysis

ANSYS Finite Element Model of Circumferential Crack Crack face Stress intensities along crack face using the ANSYS CINT command Elastic-Plastic material properties for Tungsten used Currently only pressure loads are considered, but thermal stresses to be included

Initial Fracture Studies Based on T-Tube Geometry and Pressure Loads t = 1 mm OD = 15 mm Coolant pressure ~ 10 Mpa Coolant inlet temperature ~ 600 o C Tungsten

Initial Studies Compute Stress Intensities for Axial Cracks in Pressurized Cylinder Case 1: Circular crack; c/a=1 Case 2: Elliptical crack; c/a=2 Use elastic-plastic properties for tungsten. Calculate J 1 and then report equivalent K I.

Variation of Stress Intensity with Location along Crack Tip (a = 0.1 mm)  Case 1: Circular crack; c/a=1 Case 2: Elliptical crack; c/a=2 a = 0.1mm

Maximum Stress Intensity as a Function of Crack Depth

Conclusions We’ve got to include fracture in our design analysis, particularly when using materials with limited ductility So far, there are no major red flags We will include thermal stresses in the future