1 / 27

Elastic Properties of K13D2U/Epoxy Prepreg

Elastic Properties of K13D2U/Epoxy Prepreg. Mark E. Tuttle, University of Washington tuttle@u.washington.edu. Elastic Properties of K13D2U/Epoxy Prepreg Preliminary Comments.

ronan-huff
Download Presentation

Elastic Properties of K13D2U/Epoxy Prepreg

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Elastic Properties of K13D2U/Epoxy Prepreg Mark E. Tuttle, University of Washington tuttle@u.washington.edu

  2. Elastic Properties of K13D2U/Epoxy Prepreg Preliminary Comments • Current design of L0 support structure involves a six-ply [0/20/-20]s laminate (used in outer castellated shell) and a three-ply [0/90/0] laminate (used in inner cylindrical tube) • The elastic properties of the [0/20/-20]s and [0/90/0] laminates will differ substantially • By measuring the in-plane properties listed below for an individual ply, in-plane elastic properties of any multi-angle laminate can be predicted using lamination theory: E1 and E2 (moduli parallel and perpendicular to fiber direction) n12 (“major” Poisson ratio) G12 (shear modulus)

  3. Elastic Properties of K13D2U/Epoxy PrepregObjectives • To measure unidirectional properties (E1, E2, n12, and G12) exhibited by the K13D2U/epoxy composite delivered by Fermilab to the UW • Use lamination theory to predict Ex and nxy exhibited by a [0/20/-20]s laminate • To compare predictions to measurements obtained using a [0/20/-20]s tensile specimen machined from a prototype castellated outer shell (…subsequently, updated FEA analyses of the L0 support structure was performed by C.H. Daly, based on measured elastic properties)

  4. Technical ApproachMeasurement of unidirectional properties • E1 and n12: Measured using biaxial strain gages rosettes, mounted back-to-back on a [0]6 tensile specimen • E2: Measured using uniaxial strain gages, mounted back-to-back on a [90]6 tensile specimen

  5. Technical ApproachMeasurement of unidirectional properties • G12: Measured using biaxial strain gages rosettes, mounted back-to-back on a [45/-45]s tensile specimen(This technique described in Whitney, Daniel, Pipes, Experimental Mechanics of Fiber Reinforced Composite Materials, Chapter 4, ISBN 0-912053-01-1)

  6. Technical ApproachMeasurement of Ex and nxy for [0/20/-20]s laminate • Ex and nxy: Measured using biaxial strain gages rosettes, mounted back-to-back on a [0/20/-20]s tensile specimen machined from prototype outer castellated shell

  7. Preparation of [0]6, [90]6, and [45/-45]s Specimens • Three flat rectangular panels with required stacking sequences were prepared using a Tetrahedron MTP Programmable Hot Press • One surface of the panels was adjacent to an aluminum plate coated with release agent (the “tool” side), while the opposite surface was adjacent to a porous teflon release ply (the “fabric” side) • Cure cycle imposed using the hot press (pressure, temperature, time) simulated the autoclave cure cycle used to produce prototype outer and inner shells • Tensile specimens were machined from these panels using a diamond-coated abrasive cut-off wheel

  8. Specimen Preparation - Unidirectional Tests • (Nominal) physical dimensions: • [0]6 specimens: 0.0140 x 0.7450 x 7 in • [90]6 specimens: 0.0140 x 0.7450 x 6 in • [45/-45]s specimens: 0.0120 x 0.7450 x 6 in • Comments: • Nominal ply thickness was 0.0024 in for [0]6 and [90]6 specimens and 0.0030 for [45/-45]s specimens • To conserve material, specimens were much thinner than is “customary”, and aspect ratios did not meet ASTM specification of 10-12

  9. Test Equipment • Instron Model TM-M-L table-top test frame • Vishay Series 2100 strain gage amplifiers • Mac IIci equipped with National Instruments A/D board and LabView Software package

  10. [0]6 Specimen

  11. [0]6 Specimen

  12. [0]6 Specimen

  13. [0]6 Specimen

  14. [90]6 Specimen

  15. [90]6 Specimen

  16. [45/-45]s Specimen

  17. [45/-45]s Specimen

  18. [45/-45]s Specimen

  19. [45/-45]s SpecimenCalculation of G12 The shear modulus implied by these measurements is*:(Whitney, Daniels, Pipes, Experimental Mechanics of Fiber Reinforced Materials, Chapter 4, ISBN 0-912053-01-1)

  20. Summary of Measured Unidirectional Properties and Predictions for a [0/20/-20]s Laminate • Summary of measured unidirectional properties: E1 = 59.5 Msi n12 = 0.39 E2 = 0.806 Msi G12 = 0.595 Msi • Predicted properties for a [0/20/-20]s laminate: Ex = 38.4 Msi nxy = 3.0 Ey = 1.08 Msi Gxy = 4.55 Msi

  21. [0/20/-20]s Specimen

  22. [0/20/-20]s Specimen(Predicted Ex = 38.4 Msi)

  23. [0/20/-20]s Specimen(Predicted nxy = 3.0)

  24. Sensitivity StudyVariation in Exx for [0/+q/-q]s Laminates

  25. Sensitivity StudyVariation in nxy for [0/+q/-q]s Laminates

  26. Sensitivity StudyVariation in Eyy and Gxy for [0/+q/-q]s Laminates

  27. Only one measurement has been made for all specimen types; results obtained are not valid in a statistical sense Specimen thickness is smaller than is customary, and in-plane aspect ratios are lower than ASTM specifications Nevertheless, comparisons between measurement and prediction for a [0/20/-20]s laminate are reasonable Given material costs, measured properties are sufficient for present purposes Discussion

More Related