| Literature DB >> 35267856 |
Hongxiao Wang1,2,3, Xiaohui Zhang2, Yugang Duan2.
Abstract
Previous research has found that lower temperature drilling is helpful to improve the hole quality of carbon fiber reinforced polymer (CFRP). However, the influence of the lower temperature drilling process on the mechanical behavior of composites is yet not fully understood. To examine the influence of the lower temperature drilling process on the mechanical behavior of CFRP, the open hole CFRP specimens used for mechanical tests were obtained with three cases: drilling with -25 °C/uncoated carbide drills/(1000 rpm, 0.02 mm/r), 23 °C/coated carbide drills/(4000 rpm, 0.03 mm/r), and 23 °C/uncoated carbide drills/(1000 rpm, 0.02 mm/r), respectively; corresponding, three groups of open-hole specimens are obtained: specimens drilling at low-temperature with low damage, specimens drilling at room-temperature with low damage and specimens drilling at room-temperature with low damage; the mechanical behavior of the three groups specimens were obtained by static tensile, tensile-tensile fatigue cyclic tests and residual tensile strength test. The results have shown that the mechanical properties of specimens with a low-temperature drilling process is lower than those of the specimen with a normal drilling process due to the better drilling quality. The damage accumulation in specimens was increased with the damage degree of the original hole, the greater the damage degree, the worse the mechanical properties.Entities:
Keywords: damage accumulation; fatigue cyclic tests; lower temperature drilling process; mechanical behavior of CFRP; static tensile tests
Year: 2022 PMID: 35267856 PMCID: PMC8915125 DOI: 10.3390/polym14051034
Source DB: PubMed Journal: Polymers (Basel) ISSN: 2073-4360 Impact factor: 4.329
Figure 1Size of CFRP open hole specimens with tensile and compress case.
Mechanical properties of T300/epoxy composite at room temperature.
| Elastic Properties | CFRP |
|---|---|
| Longitudinal modulus, | 137,000 |
| Transverse modulus, | 9000 |
| Poisson’s ratio,
| 0.28 |
| Shear modulus, | 6000 |
| Fiber content (%) | 60 ± 2 |
Figure 2Schematic of temperature-controlled drilling experiment setup.
Test cases of mechanical properties of CFRP open-hole parts.
| Case | Drilling | Damage | Drilling Process | Drills Material |
|---|---|---|---|---|
| Static tensile of LTLD | −25 °C | low | 1000 rpm, 0.02 mm/r | uncoated carbide drills |
| Static tensile of RTLD | 23 °C | Low | 4000 rpm, 0.03 mm/r | Coated carbide drills |
| Static tensile of RTHD | 23 °C | high | 1000 rpm, 0.02 mm/r | uncoated carbide drills |
| Tensile–tensile fatigue of LTLD | −25 °C | low | 1000 rpm, 0.02 mm/r | uncoated carbide drills |
| Tensile–tensile fatigue of RTLD | 23 °C | Low | 4000 rpm, 0.03 mm/r | Coated carbide drills |
| Tensile–tensile fatigue of RTHD | 23 °C | high | 1000 rpm, 0.02 mm/r | uncoated carbide drills |
Figure 3The universal testing machine for static and fatigue tests.
Figure 4Ultrasonic scanning image of CFRP drilling delamination.
Images of CFRP drilling delamination damage by ultrasonic scanning.
| Cases | Ultrasonic Scanning Image of CFRP Drilling Delamination |
|---|---|
| LTLD |
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| RTLD: |
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| RTHD |
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Figure 5Micromorphology of surface quality of machined hole wall under different drilling cases.
Figure 6Curves of Ra along drilling direction under different drilling cases.
Figure 7Representative curves of the stress versus strain for different cases of CFRP open hole static tensile.
Figure 8Static tensile strength of CFRP open hole under different cases.
C-scan image showing the tensile–tensile fatigue damage evaluation in the different drilling cases under 1,000,000 and 2,000,000 cycle loads.
| Case | Original Hole | N = 1,000,000 | N = 2,000,000 |
|---|---|---|---|
| Tensile–tensile fatigue of LTLD; |
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| Tensile–tensile fatigue of RTLD; |
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| Tensile–tensile fatigue of RTHD; |
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Figure 9Residual tensile strength of CFRP open hole under different cases.
Figure 10Residual tensile modulus of CFRP open hole under different cases.