• 제목/요약/키워드: Delamination strength

검색결과 278건 처리시간 0.036초

Carbon/Epoxy 복합재료 구조물의 층간강도 향상 연구 (Study on the Improvement of Inter-laminar Bonding Strength of Carbon/Epoxy Composite Structures)

  • 최재호;송흥섭;박인서;박승범;황병선
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2004년도 춘계학술발표대회 논문집
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    • pp.161-164
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    • 2004
  • In these days, composite materials are applied to the military field like parts of air crafts, rockets, ammunitions and so on. As high pressure is loaded on the composite body, however, cracks or delamination phenomena can be occurred between layers of laminate. These cracks or delamination usually cause a deterioration of mechanical properties under the complicated loads. In this study, methods for improvement of the inter-laminar bonding strength of thick carbon/epoxy composite structures are suggested and discussed in terms of segment bending test.

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반복-굽힘 모멘트가 A15052/AFRP 적층재의 층간분리 영역과 피로균열진전에 미치는 영향 (The Influence of Cyclic-bending Moment on the Delamination Zone and the Fatigue Crack Propagation in A15052/AFRP Laminates)

  • 송삼홍;김철웅
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 추계학술대회논문집A
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    • pp.231-237
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    • 2000
  • A15052/AFRP laminates were developed principally to obtain a material with good fatigue strength, in which possible cracks would grow very slowly. Weight savings of more than 30% should be attainable in practice. Also, the crack bridging fibers could still was carry a significant part of the load over the crack, thus the COD and stress intensity factor was reduced at the crack tip. A15052/ AFRP laminates consists of three thin sheets of 5052-H34 aluminum alloy and two layers of [0] unidirectional aramid fiber prepreg. The cyclic-bending moment test was investigated based on applying the five kinds of bending moments. The size of the delamination zone produced between 5052-H34 aluminum alloy sheets and fiber-adhesive layers was measured from ultrasonic C-scan pictures taken around the fatigue crack. In addition, the relationship between the cyclic-bending moment and the delamination zone size was studied and the effect of fiber bridging mechanism was also considered.

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Evaluation of Physical and Mechanical Properties of Non-certificated Laminated Veneer Lumber (LVL) Circulated in Domestic Lumber Market

  • Oh, Sei-Chang
    • Journal of the Korean Wood Science and Technology
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    • 제39권5호
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    • pp.429-436
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    • 2011
  • The selected physical and mechanical properties of non-certificated LVL circulated in domestic lumber market were investigated and compared to relevant standards. The tested LVL passed the moisture content and the soaking delamination rate limit as per domestic (KS) and Japanese standard (JAS). The evaluated mechanical properties were flatwise/edgewise bending strength, modulus of elasticity (MOE), horizontal shear and compressive strength. The 30 mm-thick LVL showed significantly higher bending strength than that of the 25 mm-thick LVL. The modulus of elasticity (MOE) showed same tendency in the results of bending strength. The edgewise bending strength and MOE were higher than that of flatwise bending strength and MOE. The horizontal shear strength values were also showed similar results to bending strength values. The tested results were compared each other and each products were graded according to JAS 701 grade specification. The failure mode of LVL in bending test showed the similar failure mode of solidwood that failed in a simple tension manner (splintery tension). The glue line failure was severe in 25 mm-thick specimens due to concentration of shear stress in layer discontinuity containing small voids and starved glue lines. In horizontal shear strength test, failure mode of LVL showed the typical horizontal shear failure. Compressive specimens failed with fiber crushing in company with apparent delamination that splitted along the length of the specimens. From the results, the complete bonding between lamination and consistency in thin veneer layer were considered as a critical factor in the mechanical properties of LVL. Moreover, the standard test procedure and specification for non-certificated LVL should be required to check the performance of uncertificated materials.

굽힘 하중을 받는 하니컴 샌드위치 복합재료의 변형 및 파괴 해석 (Deformation and Fracture Analysis of Honeycomb Sandwich Composites under Bending Loading)

  • 김형구;최낙삼
    • Composites Research
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    • 제18권1호
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    • pp.30-37
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    • 2005
  • 본 연구에서는 3점 굽힘 실험과 코어의 실제 형상을 모델링한 유한요소 시뮬레이션을 병행하여 외피층의 항복, 층간분리 코어의 전단 및 국부적 좌굴과 같은 다양한 파손모드를 고려한 하니컴 샌드위치 복합재료의 강도 특성과 변형거동을 검토하였다. 외피층과 하니컴 코어층 사이를 완전 접착한 시험편과 부분 층간분리 시험편을 대상으로 하니컴 코어의 셀 크기와 외피층 두께를 변화시켜 시험편의 굽힘 강성, 굽힘 강도. 굽힘 응력, 변형 및 파손 거동을 해석하였다. 결론적으로 하니컴 코어의 셀 크기와 외피층의 두께가 하니컴 샌드위치 복합재료의 굽힘 강성과 강도, 변형/파괴 거동에 주된 영향을 미쳤으며 코어의 셀 크기가 크고 외피층의 두께가 얇은 경우 굽힘 강도는 $30\~68\%$ 정도까지 저하됨을 알 수 있었다.

비원형 신선을 이용한 고강도-고연성 펄라이트 강선의 제조 (Manufacturing of High-Strength and High-Ductility Pearlitic Steel Wires Using Noncircular Drawing Sequence)

  • 백현무;황선광;주호선;임용택;손일헌;배철민
    • 대한기계학회논문집A
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    • 제38권7호
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    • pp.743-749
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    • 2014
  • 본 연구에서는 고강도-고연성 펄라이트 강선을 제조하기 위하여 비원형 신선 공정을 적용하였다. 다단 비원형 신선 공정을 A와 B로 정의한 2 종류의 가공경로를 이용하여 상온에서 12 패스까지 수행하였다. 비원형 신선 공정과의 비교를 위해서 기존의 원형 신선 공정을 수행하고 기계적 특성과 집합조직 발달에 대해 비교를 수행하였다. 원형 신선 공정으로 제조된 강선은 10 패스에서부터 박리파괴가 관찰되었지만, 비원형 신선 가공경로 B의 경우는 12 패스에서도 박리파괴가 발생하지 않았으며, 이는 X-선회절로부터 측정된 집합조직 결과에서 원형집합조직의 발달이 적은 것과 연관된다. 따라서, 다단 비원형 신선 공정을 통하여 기존의 신선 공정보다 박리파괴의 발생 가능성을 저감시킴으로써 높은 비틀림 연성을 갖는 고강도 펄라이트 강선을 제조할 수 있음을 확인할 수 있었다.

Carbon/Phenolic 내열 복합재료의 기계적 특성 (Mechanical Properties of Carbon/Phenolic Ablative Composites)

  • 김평완;홍순형;김연철;예병한;정발
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 1999년도 추계학술발표대회 논문집
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    • pp.160-163
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    • 1999
  • The mechanical properties and failure behaviour of carbon/phenolic composites were inverstigated by tension and compression. Carbon/phenolic composites were fabricated by infiltration of matrix into 8 harness satin woven fabric of PAN-based carbon fibers. The tensile and compressive tests were performed at 25℃ under air atmosphere and, at 400℃ and 700℃ under N₂ atmosphere. The tensile strengths of carbon/phenolic composites in with-laminar/0° warp direction were about 10 times higher than those in with-laminar/45° warp direction, which was analyzed due to a change of fracture mode from fiber pull-out by shear to tensile fracture of fibers. The fracture of carbon/phenolic composites in with-laminar/45° direction was analyzed due to delamination by buckling. Tensile and compressive strength of carbon/phenolic composites decreased to about 50% at 400℃, and to about 10% at 700℃ compared to that at room temperature. The main reason for the decrease of tensile or compressive strength with increasing temperature was analyzed due to a reduction of bond strength between fibers and matrix resulting from thermal degradation of phenolic resin.

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Damage of scarf-repaired composite laminates subjected to low-velocity impacts

  • Cheng, Xiaoquan;Zhao, Wenyi;Liu, Shufeng;Xu, Yunyan;Bao, Jianwen
    • Steel and Composite Structures
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    • 제17권2호
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    • pp.199-213
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    • 2014
  • The damage characters of scarf repaired composite laminates subjected to low-velocity impact with various energy levels at different locations are studied experimentally. The results are compared with those of the original laminates which have no initial damage and don't need repair. The impact load-time history of the specimens, the velocity-time curves of the impactor, the post impact compressive strength of the specimens and the C-scan photographs of the damaged regions are obtained. The delamination threshold load and damage character of the specimen section at impact point are also studied. The results have shown that the impact response of a repaired composite laminate is sensitive to the location of the impact. The impact load and the delamination threshold load have shown different characters for specimens with different impact locations. The debonding characters of the adhesive and compressive strength after impact of the specimens are also influenced by impact locations.

주파수 응답을 이용한 CF/Epoxy 복합적층판의 낙추충격 특성평가 (Characteristic Analysis of Falling Weight Impact Response in CF/Epoxy Composite Plates Using Frequency Responses)

  • 임광희;박노식;김영남;김선규;양인영
    • Composites Research
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    • 제16권2호
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    • pp.9-17
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    • 2003
  • 낙추충격 시험시스템을 제작하여 CFRP적층판의 충격흡수특성 및 충격강도가 평가가 가능하였다. 충격에너지 대략 7J이상에서는 동일한 T300 섬유와 적층배향으로 구성된 직교이방성 시험편이 의사등방성(quasi-isotropic)보다 높게 나타났으나 T700 섬유의 경우에는 크게 차이가 나타나지 않았다. 또한 동일한 T300섬유와 적층수로 구성된 시험편이 T700 섬유로 된 시험편보다 높게 나타났으나 T700섬유인 의사등방성 시험편의 경우에는 크게 차이가 나타나지 않았다 초음파 C-스캐너를 이용하여 내부손상영역을 관찰하여 시험편의 손상면적과 흡수에너지의 상관관계를 고찰하였으며, 충격손상유무에 따라 박리면적과 주파수응답계수를 평가하였다 주파수응답계수와 박리면적사이에는 상관관계가 있음을 알 수 있었으며 충격손상으로 인한. 손상의 유무 및 정도를 주파수응답계수로 평가가 가능하였다.

초산비닐수지계 접착제를 사용한 유리섬유강화플라스틱 복합집성재의 강도 성능 평가 (Strength Properties of GFRP Reinforced Glulam Beams Bonded with Polyvinyl Acetate-Based Emulsion Adhesive)

  • 박준철;홍순일
    • Journal of the Korean Wood Science and Technology
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    • 제36권4호
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    • pp.19-25
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    • 2008
  • 유리섬유강화플라스틱(GFRP : Glass fiber reinforced plastic) 보강 집성재를 제작한 후 유리섬유강화플라스틱의 체적비에 따른 휨강도 성능을 평가하였다. 집성재 제작에는 평균함수율 8%, 비중 0.54의 국산 낙엽송(Larix kaempferi Carr.) 제재판($2cm(h){\times}10cm(b){\times}360cm(l)$)을 7층으로 적층하여 집성재($10cm(b){\times}14cm(h){\times}180cm(l)$)를 제작하였다. 유리섬유강화플라스틱은 인장응력을 받는 하층의 최외각층과 윗층 사이에 두께 0.1 cm (체적비 0.7%)와 0.3 cm (체적비 2.1%)로 보강하였다. 유리섬유강화플라스틱을 체적비 0.7% 보강한 집성재의 경우 Control 집성재보다 휨강도가 12% 정도 증가하였으며 체적비 2.1%를 보강한 집성재의 경우 휨강도가 28% 정도 증가하였다. 또한, 유리섬유강화플라스틱 보강층이 파단의 진행을 억제하였으며 파괴되지 않은 부분은 약 90%의 휨강도를 유지하고 있었다. 접착성능 평가 결과 블록 전단 강도는 KS F3021의 합격기준 $7.1N/mm^2$를 만족하였으며 침지박리시험과 삶음박리시험 결과 박리율 5% 이하로 접착성능도 양호하였다.