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Ultrasound inspections on glass fiber/phenolic
resin and on carbon fiber/epoxy resin composites
              during flexural fatigue
V.G. García, J. Sala, L. Crispí, J.M. Cabrera, A. Istúriz, A. Sàez, M.
                     Millán, C. Comes, D. Trias



  Composites
1. Introduction: Outline

2. Experimental Procedure:
       Materials inspected and tested
       Ultrasound equipment
       Ultrasound visualization software
       4-Point bending fatigue tests
3. Results:
      Wöhler plot
      Ultrasound scans at N=10,000 cycles
      Ultrasound scans at N=12,000 cycles
      A fracture at N=13,344 cycles
4. Conclusions


                                            2/18
2. Experimental Procedure




 Fig. 1. Dimensions of the glass fiber/phenolic resin bars
                                                                   Fig. 3. Ultrasound inspections
                                                                         every 2,000 cycles.




                                                                                                     Until
                                                                                                    20,000
 Fig. 2. Dimensions carbon fiber/epoxy resin bars                                                   cycles.


                                                             Fig. 4. 4-Point bending flexural fatigue. 3/18
2. Experimental Procedure: Materials inspected and tested

         The Glass Fiber Reinforced Polymer (GFRP) was Isovid G-3
                     manufactured by Composites Ate.

                                -Isovid G-3 consists of 200g/m2 plain weave E-glass, and a
                                modified phenolic resin that enhances flame retardant
                                characteristics.
                                -Layers are 0.10 to 0.11mm thick.
                                -All plies were stacked to match 0º and 90º.
                                -Composite was high speed milled to reach dimensions.
     Fig. 5. GFRP samples.




    Fig. 6. GFRP sample after      Fig. 7. Woven appearance.
      exposure to sun light.


                                                                                             4/18
2. Experimental Procedure: Materials inspected and tested


The Carbon Fiber Reinforced Polymer (CFRP) was manufactured using Hexcel
  8552/32%/134/IM7(12K) at the INTA Materials and Structures Department.

                                      -The 8552/32%/134/IM7(12K) pre-impregnated
                                      carbon fiber plies consisted of tows of 12,000
                                      individual fibers of IM7 intermediate modulus carbon.
       Fig. 8. CFRP samples.          -The pre-preg contained 32% of 8552, an amine
                                      cured, toughened epoxy resin system.
                                      -The nominal ply thickness was 134µm.
                                      -Measured ply thickness was 129µm to 134µm.

                                    Table 1. Stacking sequences and percentages of layers oriented 90º, 0º or ±45º.
                                                                                  %     %       %       %         #
                                   Specimens         Stacking sequence
                                                                                 90º    0º     45º     -45º    layers
                                                   [(0/±45/02/±45/02/90) / (
                                   CFRP-P011                                 8.8 54.4 18.4            18.4      283
                                                   02/±45/02/±45/02/90)12]S
                                                           [(0/90) / (
      Fig. 9. Smooth, rough, and   CFRP-P021                                 9.5 54.7 17.9            17.9      201
                                                    02/±45/02/±45/02/90)9]S
      machined surfaces of CFRP                      [(0/90/0/±45/02/90) / (
               samples.            CFRP-P041                                 11.9 54.2 16.9           16.9       59
                                                    02/±45/02/±45/02/90)2]S

                                                                                                                  5/18
2. Experimental Procedure: Ultrasound equipment

                                             -A single crystal longitudinal wave transducer of 1MHz
                                             and 13mm diameter was used for most inspections.
                                             -The gain was set at 5dB.
                                             -Specimens CFRP-P041 were inspected using a
                                             5MHz (10mm diameter) transducer at 5dB.
                                             -Acoustic wave propagation was set at 3275m/s.
                                             -Mapro developed a software, based on LabView, to
                                             process the pulse-echo signals and visualize A-scans,
Fig. 10. Ultrasound equipment built by Mapro B-scans, C-scans, plus optional ∫-scans.
  using a Socomate USPC3100LA card.




                                                                            Y (Index)
                                                                 X (scan)

  Fig. 11. A pulse-echo inspection in an     Fig. 12. Before an inspection the          Fig. 13. Inspection of
              immersion bath.              transducer is positioned at the (0,0)         a GFRP specimen.
                                                          origin.
                                                                                                                 6/18
2. Experimental Procedure: Ultrasound visualization software




       Fig. 14. Screen image of the visualization software, after loading the ultrasound signal data.   7/18
2. Experimental Procedure: Ultrasound visualization software




Fig. 15. Screen image after: digitally aligning the first peak, positioning the cut off lines, and setting a color range. 8/18
2. Experimental Procedure: Ultrasound visualization software




 Fig. 16. In this study the scale of the signal intensity (potence %) and cut off lines were set as shown above.   9/18
2. Experimental Procedure: Ultrasound visualization software




                                  Interface (I) echo




                                                                               Back-wall (B) echo




  Fig. 17. In this study the A-scans was passed through different algorithms to create alternative scan images. 10/18
2. Experimental Procedure: Ultrasound visualization software


                                                                                                       C-scan
                                                                                                       minus I & B

                                                                                                       ∫-scan with
                                                                                                       I&B

                                                                                                       ∫-scan
                                                                                                       minus I & B

                                                                                                       ∫-scan with
                                                                                                       I & B minus
                                                                                                       mean

                                                                                                       ∫-scan
                                                                                                       minus I & B
                                                                                                       minus
                                                                                                       mean




       Fig. 18. A menu in the C-scan label allows processing the A-scan to create different ∫-scans.        11/18
2. Experimental Procedure: Ultrasound visualization software




                         Fig. 19. Filtered A-scan has less peaks.   12/18
2. Experimental Procedure: 4-Point bending fatigue tests


 Flexural Stress
                                                                  The maximum strength σ0
 σ = (3FL)/(4Wh2)
                                                                     for the GFRP was
 F→ force,                                                          391MPa, and for the
 L → support length,                                                CFRP was 1135MPa.
 W → specimen width,
 h → specimen thickness.                                         Normalized fatigue stresses
                                            L                     for GFRP specimens was
     F         F                                                 set at 0.2 to 0.9 and for the
                           Fig. 21. GFRP specimen tested until
     2         2                                                 CFRP specimens at 0.36 to
                                 fracture to determine σ0.
                                                                             0.60.
  F L     S     L F                                              Normalized fatigue stress is
  2 4           4 2                                               defined as σ0 / σmax where
            L
Fig. 20. Loading diagram                                         σmax is the maximum flexural
   according to ASTM                                               fatigue stress in the outer
    D6272-02 (2008).                                                         layers.


                                            L
                           Fig. 22. CFRP specimen tested until
                                 fracture to determine σ0.                                       13/18
3. Results: Wöhler plot

                              600                                                                                                                     400
 Maximum stress, σmax (MPa)




                                                                                                                                                                     GFRP-P011-40-1000-38_1/3   GFRP-P031-40-710-16_2/6
                                                         CFRP-P011-40-1440-38_1/2




                                                                                                                         Maximum stress, σmax (MPa)
                              400                        CFRP-P011-40-1440-38_2/2                                                                     300            GFRP-P011-40-1000-38_2/3
                                                                                                                                                                     GFRP-P011-40-1000-38_3/3
                                                                                                                                                                                                GFRP-P031-40-710-16_3/6
                                                                                                                                                                                                GFRP-P031-40-710-16_4/6
                                                         CFRP-PO21-40-1040-27_1/2                                                                                    GFRP-P021-40-1000-27_1/3   GFRP-P031-40-710-16_5/6
                                                                                                                                                      200            GFRP-P021-40-1000-27_2/3   GFRP-P031-40-710-16_6/6
                              200       f = 0,8 Hz       CFRP-P021-40-1040-27_2/2                                                                                    GFRP-P021-40-1000-27_3/3   GFRP-P041-40-307-8_1/2
                                        R=0,1            CFRP-P041-40-307-8_2/2                                                                       100            GFRP-P031-40-710-16_1/6    GFRP-P041-40-307-8_2/2

                               0
                                    0     2   4      6   8   10 12 14 16 18 20                                                                         0 0   2   4   6     8    10 12 14 16 18 20
                                                                                                                                                                                     Number of cycles (x1000)
                        -200                                  Number of cycles (x1000)
                                                                                                                                                  -100
                                    4-point bending tests
                        -400                                                                                                                      -200

                        -600
                                                                                                                                                  -300               4-point bending tests
                                                                                                                                                                                f = 0,8 Hz
                                                                                                                                                  -400                          R = 0,1
                        -800
       Fig. 23. Maximum stresses during fatigue                                                                                Fig. 24. Maximum stresses during fatigue
      every 2,000 cycles for the CFRP specimens.                                                                              every 2,000 cycles for the GFRP specimens.
                                                                                             400
                                                                    Maximum stress, σmax (MPa)




                                                                                             350
                                                                                             300 4-point
                                                                                                 bending
                                                                                             250
                                                                                                 fatigue tests,                                                                235 MPa
                                                                                             200 R=0,1
                                                                                             150 f=0,8Hz                                                                       13,344 cycles
                                                                                             100      Isovid G-3:
                                                                                                 50
                                                                                                      Plain weave 200g/m2 fiber glass
                                                                                                      with flame retardant phenolic resin
                                                                                                 0
                                                                             101   102     103    100104  105
                                                                           Number of cycles to failure, N
                                                     Fig. 25. Maximum stresses versus cycles to failure of Isovid G-3 GFRP.                                                                                               14/18
3. Results: Ultrasound scans at N=10,000 cycles




      Fig. 26. Specimen GFRP-P031-40-710-16_4/6 inspected only
                        between the white lines.
                                                                         A-scan with the interface (I)
                                                                         and back-wall (B) echoes.

                                                                         C-scan minus I & B

                                                                         ∫-scan with I & B

                                                                         ∫-scan minus I & B

                                                                         ∫-scan with I & B minus mean

                                                                         ∫-scan minus I & B minus
     Fig. 27. At N=10,000 cycles.     Fig. 28. At N=10,000 cycles with   mean
                                                 signal filter.

     Without filtering the A-scan.        After filtering the A-scan.
                                                                                                  15/18
3. Results: Ultrasound scans at N=12,000 cycles




       Fig. 29. The triangle in specimen GFRP-P031-40-710-16_4/6
              points to the damaged area found in the scans.




                                                                          C-scan minus I & B

                                                                          ∫-scan with I & B

                                                                          ∫-scan minus I & B

                                                                          ∫-scan with I & B minus mean

                                                                          ∫-scan minus I & B minus
     Fig. 30. At N=12,000 cycles.      Fig. 31. At N=12,000 cycles with   mean
                                                  signal filter.


     Without filtering the A-scan.         After filtering the A-scan.
                                                                                                16/18
3. Results: A failure at N=13,344 cycles




                 (a)




                 (b)




                 (c)




                 (d)

                   Fig. 32. Specimen GFRP-P031-40-710-16_4/6 after fracture at
                                       N=13,344 cycles.
                                                                                 17/18
4. Conclusions



   -The additional information (i. e. newer spots) provided by the ∫-scans still
   require further corroboration with the actual internal damage.

   -However, these algorithms allow revealing both superficial and internal
   damage in one single scan, and ultimately may improve damage
   detection of composite materials.

   -The fatigue behavior of a glass fiber/phenolic resin composite was
   characterized by means of a partial Wöhler plot.

   -CFRP specimens only showed superficial damage after the fatigue tests
   of this study.




                                                                                   18/18
Thank you for your attention.

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Ultrasound inspection of composite materials under flexural fatigue

  • 1. Ultrasound inspections on glass fiber/phenolic resin and on carbon fiber/epoxy resin composites during flexural fatigue V.G. García, J. Sala, L. Crispí, J.M. Cabrera, A. Istúriz, A. Sàez, M. Millán, C. Comes, D. Trias Composites
  • 2. 1. Introduction: Outline 2. Experimental Procedure: Materials inspected and tested Ultrasound equipment Ultrasound visualization software 4-Point bending fatigue tests 3. Results: Wöhler plot Ultrasound scans at N=10,000 cycles Ultrasound scans at N=12,000 cycles A fracture at N=13,344 cycles 4. Conclusions 2/18
  • 3. 2. Experimental Procedure Fig. 1. Dimensions of the glass fiber/phenolic resin bars Fig. 3. Ultrasound inspections every 2,000 cycles. Until 20,000 Fig. 2. Dimensions carbon fiber/epoxy resin bars cycles. Fig. 4. 4-Point bending flexural fatigue. 3/18
  • 4. 2. Experimental Procedure: Materials inspected and tested The Glass Fiber Reinforced Polymer (GFRP) was Isovid G-3 manufactured by Composites Ate. -Isovid G-3 consists of 200g/m2 plain weave E-glass, and a modified phenolic resin that enhances flame retardant characteristics. -Layers are 0.10 to 0.11mm thick. -All plies were stacked to match 0º and 90º. -Composite was high speed milled to reach dimensions. Fig. 5. GFRP samples. Fig. 6. GFRP sample after Fig. 7. Woven appearance. exposure to sun light. 4/18
  • 5. 2. Experimental Procedure: Materials inspected and tested The Carbon Fiber Reinforced Polymer (CFRP) was manufactured using Hexcel 8552/32%/134/IM7(12K) at the INTA Materials and Structures Department. -The 8552/32%/134/IM7(12K) pre-impregnated carbon fiber plies consisted of tows of 12,000 individual fibers of IM7 intermediate modulus carbon. Fig. 8. CFRP samples. -The pre-preg contained 32% of 8552, an amine cured, toughened epoxy resin system. -The nominal ply thickness was 134µm. -Measured ply thickness was 129µm to 134µm. Table 1. Stacking sequences and percentages of layers oriented 90º, 0º or ±45º. % % % % # Specimens Stacking sequence 90º 0º 45º -45º layers [(0/±45/02/±45/02/90) / ( CFRP-P011 8.8 54.4 18.4 18.4 283 02/±45/02/±45/02/90)12]S [(0/90) / ( Fig. 9. Smooth, rough, and CFRP-P021 9.5 54.7 17.9 17.9 201 02/±45/02/±45/02/90)9]S machined surfaces of CFRP [(0/90/0/±45/02/90) / ( samples. CFRP-P041 11.9 54.2 16.9 16.9 59 02/±45/02/±45/02/90)2]S 5/18
  • 6. 2. Experimental Procedure: Ultrasound equipment -A single crystal longitudinal wave transducer of 1MHz and 13mm diameter was used for most inspections. -The gain was set at 5dB. -Specimens CFRP-P041 were inspected using a 5MHz (10mm diameter) transducer at 5dB. -Acoustic wave propagation was set at 3275m/s. -Mapro developed a software, based on LabView, to process the pulse-echo signals and visualize A-scans, Fig. 10. Ultrasound equipment built by Mapro B-scans, C-scans, plus optional ∫-scans. using a Socomate USPC3100LA card. Y (Index) X (scan) Fig. 11. A pulse-echo inspection in an Fig. 12. Before an inspection the Fig. 13. Inspection of immersion bath. transducer is positioned at the (0,0) a GFRP specimen. origin. 6/18
  • 7. 2. Experimental Procedure: Ultrasound visualization software Fig. 14. Screen image of the visualization software, after loading the ultrasound signal data. 7/18
  • 8. 2. Experimental Procedure: Ultrasound visualization software Fig. 15. Screen image after: digitally aligning the first peak, positioning the cut off lines, and setting a color range. 8/18
  • 9. 2. Experimental Procedure: Ultrasound visualization software Fig. 16. In this study the scale of the signal intensity (potence %) and cut off lines were set as shown above. 9/18
  • 10. 2. Experimental Procedure: Ultrasound visualization software Interface (I) echo Back-wall (B) echo Fig. 17. In this study the A-scans was passed through different algorithms to create alternative scan images. 10/18
  • 11. 2. Experimental Procedure: Ultrasound visualization software C-scan minus I & B ∫-scan with I&B ∫-scan minus I & B ∫-scan with I & B minus mean ∫-scan minus I & B minus mean Fig. 18. A menu in the C-scan label allows processing the A-scan to create different ∫-scans. 11/18
  • 12. 2. Experimental Procedure: Ultrasound visualization software Fig. 19. Filtered A-scan has less peaks. 12/18
  • 13. 2. Experimental Procedure: 4-Point bending fatigue tests Flexural Stress The maximum strength σ0 σ = (3FL)/(4Wh2) for the GFRP was F→ force, 391MPa, and for the L → support length, CFRP was 1135MPa. W → specimen width, h → specimen thickness. Normalized fatigue stresses L for GFRP specimens was F F set at 0.2 to 0.9 and for the Fig. 21. GFRP specimen tested until 2 2 CFRP specimens at 0.36 to fracture to determine σ0. 0.60. F L S L F Normalized fatigue stress is 2 4 4 2 defined as σ0 / σmax where L Fig. 20. Loading diagram σmax is the maximum flexural according to ASTM fatigue stress in the outer D6272-02 (2008). layers. L Fig. 22. CFRP specimen tested until fracture to determine σ0. 13/18
  • 14. 3. Results: Wöhler plot 600 400 Maximum stress, σmax (MPa) GFRP-P011-40-1000-38_1/3 GFRP-P031-40-710-16_2/6 CFRP-P011-40-1440-38_1/2 Maximum stress, σmax (MPa) 400 CFRP-P011-40-1440-38_2/2 300 GFRP-P011-40-1000-38_2/3 GFRP-P011-40-1000-38_3/3 GFRP-P031-40-710-16_3/6 GFRP-P031-40-710-16_4/6 CFRP-PO21-40-1040-27_1/2 GFRP-P021-40-1000-27_1/3 GFRP-P031-40-710-16_5/6 200 GFRP-P021-40-1000-27_2/3 GFRP-P031-40-710-16_6/6 200 f = 0,8 Hz CFRP-P021-40-1040-27_2/2 GFRP-P021-40-1000-27_3/3 GFRP-P041-40-307-8_1/2 R=0,1 CFRP-P041-40-307-8_2/2 100 GFRP-P031-40-710-16_1/6 GFRP-P041-40-307-8_2/2 0 0 2 4 6 8 10 12 14 16 18 20 0 0 2 4 6 8 10 12 14 16 18 20 Number of cycles (x1000) -200 Number of cycles (x1000) -100 4-point bending tests -400 -200 -600 -300 4-point bending tests f = 0,8 Hz -400 R = 0,1 -800 Fig. 23. Maximum stresses during fatigue Fig. 24. Maximum stresses during fatigue every 2,000 cycles for the CFRP specimens. every 2,000 cycles for the GFRP specimens. 400 Maximum stress, σmax (MPa) 350 300 4-point bending 250 fatigue tests, 235 MPa 200 R=0,1 150 f=0,8Hz 13,344 cycles 100 Isovid G-3: 50 Plain weave 200g/m2 fiber glass with flame retardant phenolic resin 0 101 102 103 100104 105 Number of cycles to failure, N Fig. 25. Maximum stresses versus cycles to failure of Isovid G-3 GFRP. 14/18
  • 15. 3. Results: Ultrasound scans at N=10,000 cycles Fig. 26. Specimen GFRP-P031-40-710-16_4/6 inspected only between the white lines. A-scan with the interface (I) and back-wall (B) echoes. C-scan minus I & B ∫-scan with I & B ∫-scan minus I & B ∫-scan with I & B minus mean ∫-scan minus I & B minus Fig. 27. At N=10,000 cycles. Fig. 28. At N=10,000 cycles with mean signal filter. Without filtering the A-scan. After filtering the A-scan. 15/18
  • 16. 3. Results: Ultrasound scans at N=12,000 cycles Fig. 29. The triangle in specimen GFRP-P031-40-710-16_4/6 points to the damaged area found in the scans. C-scan minus I & B ∫-scan with I & B ∫-scan minus I & B ∫-scan with I & B minus mean ∫-scan minus I & B minus Fig. 30. At N=12,000 cycles. Fig. 31. At N=12,000 cycles with mean signal filter. Without filtering the A-scan. After filtering the A-scan. 16/18
  • 17. 3. Results: A failure at N=13,344 cycles (a) (b) (c) (d) Fig. 32. Specimen GFRP-P031-40-710-16_4/6 after fracture at N=13,344 cycles. 17/18
  • 18. 4. Conclusions -The additional information (i. e. newer spots) provided by the ∫-scans still require further corroboration with the actual internal damage. -However, these algorithms allow revealing both superficial and internal damage in one single scan, and ultimately may improve damage detection of composite materials. -The fatigue behavior of a glass fiber/phenolic resin composite was characterized by means of a partial Wöhler plot. -CFRP specimens only showed superficial damage after the fatigue tests of this study. 18/18
  • 19. Thank you for your attention.