• Journal of the Korean Wood Science and Technology
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• 제39권2호
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• pp.156-162
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• 2011

To evaluate the bonding performance of reinforced glulam, the textile type of glass fiber and aramid fiber, and the sheet type of glass fiber reinforced plastic (GFRP) and carbon fiber reinforced plastic (CFRP) were used as reinforcements. The reinforced glulam was manufactured by inserting reinforcement between the outmost and middle lamination of 5ply glulam. The types of adhesives used in this study were polyvinyl acetate resins (MPU500H, and MPU600H), polyurethane resin and resorcinol resin. The block shear strengths of the textile type in glass fiber reinforced glulam using MPU500H and resorcinol resin were higher than 7.1 N/$mm^2$, and these glulams passed the wood failure requirement of Korean standards (KS). In case of the sheet types, GFRP reinforced glulams using MPU500H, polyurethane resin and resorcinol resin, and CFRP reinforced glulams using MPU500H and polyurethane resin passed the requirement of KS. The textile type of glass fiber reinforced glulam using resorcinol resin after water and boiling water soaking passed the delamination requirement of KS. The only GFRP reinforced glulam using MPU500H after water soaking passed the delamination requirement of KS. We conclude that the bonding properties of adhesive according to reinforcements are one of the prime factors to determine the bonding performance of the reinforced glulam.

• 한국도로학회논문집
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• 제19권6호
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• pp.57-66
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• 2017

PURPOSES : This study develops eco-friendly asphalt reinforcement materials applicable to bridge deck pavement. The main purpose is to ensure highly reliable quality applicable to structures and the possibility of practical application. The main target of the study is to develop materials that are environmentally friendly and capable of improving performance. METHODS : The application of double-reinforcement fiber improves the performance of the road pavement. 1. We use recycled film for application of sheet-typed reinforcement. 2. We use preprocessing fibers to reinforce the properties of composite pavement materials. RESULTS : The developed products may produce materials that fit the purpose of achieving stability and environmental friendliness. Sheet-typed reinforcements use more than 50% recycled resin. The most important type of damage to the asphalt layer is deflection (plastic deformation). These products have a very high deflection resistance of not less than 6,000 cycles/mm. In addition, all performance is excellent. Thus, it will be easier to access the field in the future. CONCLUSIONS : Fiber-reinforced asphalt pavement showed excellent performance. Sheet-typed reinforcements containing 50% recycling resin produced good performance in terms of functionality as well as environmental friendliness. Thus, enhancing the field applicability will enhance the usability of the reinforcements.

• Advanced Composite Materials
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• 제16권3호
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• pp.207-221
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• 2007

The filling process of resin injection/compression molding (I/CM) can be divided into injection and compression phases. During the resin injection the mold is kept only partially closed and thus a gap is present between the reinforcements and the upper mold. The gap results in preferential flow path. After the gap is filled with the resin, the compression action initiates and forces the resin to penetrate into the fiber preform. In the present study, the resin flow in the gap is simplified by using the Stokes approximation, while Darcy's law is used to calculate the flow field in the fiber mats. Results show that most of the injected resins enter into the gap during the injection phase. The resin injection time is extremely short so the duration of the filling process is determined by the final closing action of the mold cavity. Compared with resin transfer molding (RTM), I/CM process can reduce the mold filling time or injection pressure significantly.

• The Journal of Advanced Prosthodontics
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• 제4권1호
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• pp.1-6
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• 2012

PURPOSE. The aim of this study was to compare the flexural strength of polymethyl methacrylate (PMMA) and bis-acryl composite resin reinforced with polyethylene and glass fibers. MATERIALS AND METHODS. Three groups of rectangular test specimens (n = 15) of each of the two resin/fiber reinforcement were prepared for flexural strength test and unreinforced group served as the control. Specimens were loaded in a universal testing machine until fracture. The mean flexural strengths (MPa) was compared by one way ANOVA test, followed by Scheffe analysis, using a significance level of 0.05. Flexural strength between fiber-reinforced resin groups were compared by independent samples t-test. RESULTS. For control groups, the flexural strength for PMMA (215.53 MPa) was significantly lower than for bis-acryl composite resin (240.09 MPa). Glass fiber reinforcement produced significantly higher flexural strength for both PMMA (267.01 MPa) and bis-acryl composite resin (305.65 MPa), but the polyethylene fibers showed no significant difference (PMMA resin-218.55 MPa and bis-acryl composite resin-241.66 MPa). Among the reinforced groups, silane impregnated glass fibers showed highest flexural strength for bis-acryl composite resin (305.65 MPa). CONCLUSION. Of two fiber reinforcement methods evaluated, glass fiber reinforcement for the PMMA resin and bis-acryl composite resin materials produced highest flexural strength. Clinical implications. On the basis of this in-vitro study, the use of glass and polyethylene fibers may be an effective way to reinforce provisional restorative resins. When esthetics and space are of concern, glass fiber seems to be the most appropriate method for reinforcing provisional restorative resins.

• 대한치과기공학회지
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• 제42권2호
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• pp.91-98
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• 2020

Purpose: This study is to compare the flexural strength and modulus by inserting a mesh and stick type fiberglass reinforcement into resin specimens. Methods: Wax specimens (length 64 mm, width 39 mm, thickness 5 mm) are prepared according to ISO 20795-1:2013. Mesh type and stick type glass fiber reinforcements were prepared. The prepared wax specimens were used plaster and flask for investment. The flask was separated and the wax was removed. The heat curing resin was injected into the flask, and then a mesh type and stick type fiberglass reinforcement were inserted. The prepared resin specimen was cut into three equal parts (length 64 mm, width 10 mm, thickness 3.3 mm). The mesh type glass fiber reinforcement (MT group) and the stick type glass fiber reinforcement (ST group) were classified into two groups. The prepared specimen was measured using a universal testing machine (UTM). The data were analyzed by Mann-Whitney U test, and the significance level was set to 0.05. Results: In the flexural strength, the ST group was higher than the MT group, and there was a significant difference between the two groups (p<0.05). In the flexural modulus, the ST group was higher than the MT group, and there was a significant difference between the two groups (p<0.05). Conclusion: The stick-type glass fiber inreased the flexural strength than the mesh-type glass fiber reinforcement.

• Composites Research
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• 제12권2호
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• pp.70-81
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• 1999

고분자 복합재료 제조공정인 수지이동성형(RTM) 공정은 최근 들어서 고성능 재료를 필요로 하는 항공산업분야에서 관심의 대상이 되고 있다. 본 연구에서는 유한요소/관할부피 기법을 도입한 수치모사를 통해서 수지이동 성형공정에서의 금형충전단계를 해석하였다. 섬유직조망의 투과계수를 정량적으로 측정하고, 또한 수치모사에 이용된 프로그램을 검증하기 위하여 유동가시화 실험을 수행하였다. 실험에 사용된 강화섬유와 수지물질로는 여러 가지 형태의 섬유직조망과 실리콘 기름을 선택하였다. 수치모사와 유동가시화 실험을 병행함으로써 섬유직조망의 구조, 금형의 구조, 금형삽입체가 금형충전단계에서의 수지 유동선단의 형태에 미치는 영향을 살펴보았다. 모델링에 의해 예측된 유동선단은유동가시화 실험을 통해 관찰된 결과와 잘 일치한 것으로 나타났으나, 금형내 불균일한 섬유부피분율로 인해 섬유조직망의 투과계수가 전 영역에서 일정한 값을 가지지 못하기 때문에 약간의 차이를 보여주었다. 원형의 구조물이 금형내에 삽입되어 있는 경우, 월드라인의 위치를 예측된 유동선단으로부터 정성적으로 추정할 수 있었다.

• Composites Research
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• 제34권5호
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• pp.305-310
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• 2021

섬유강화복합재료의 기계적물성은 섬유의 체적분율 및 사이징제 조건에 의한 계면강도에 영향을 받는다. 최적의 계면은 기지층에서 강화재로의 기계적 응력을 효과적으로 전달하여 응력 집중을 완화하고 결과적으로 복합재료의 성능을 향상시킬 수 있다. 본 논문에서는 사이징제 조건 및 섬유체적분율에 따른 에폭시 수지와 유리섬유 간의 젖음성 및 계면강도를 평가하였다. 정적 및 동적접촉각을 이용하여 사이징제가 다른 유리섬유와 에폭시 수지의 표면에너지를 계산하였고, 이를 활용하여 접착일을 계산하였다. 유리섬유 토우 캐필러리 시험법을 이용하여 젖음성을 평가하였고, 마이크로드롭렛 인발시험을 통해 계산된 계면전단강도를 이용하여 계면강도를 평가하였다. 최종적으로 젖음성과 계면강도를 활용하여 최적의 유리섬유강화 복합재료 제작 조건을 확인하였다.

• Composites Research
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• 제24권5호
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• pp.34-38
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• 2011

탄소나노튜브가 발견된 이후로, 고분자 수지의 기계적, 전기적 물성을 증대시키는 보강재로서 많은 연구가 수행되어 왔다. 더 나아가, 탄소나뉴튜브를 탄소섬유복합재 (CFRP)의 기지가 되는 수지를 보강시키는 데 이용하는 연구도 최근 활발해지고 있는 추세이다. 단일벽탄소나노튜브가 각각 0.2 %, 0.5 %의 중량비로 에폭시 수지에 먼저 분산, 혼합되었다. 이 혼합액을 CFRP를 제작하는데 주로 쓰이는 방법 중 하나인 진공 수지 충전 공정법 (vacuum assisted resin transfer molding, VARTM)으로 탄소섬유 프리폼에 주입하는 방법과 습식 현장 적층법 (wet lay-up)의 두가지 다른 방법으로 복합재를 제작 하였다. 각각의 제작된 시편에 대하여, 층간전단강도 (interlaminar shear strength, ILSS)를 측정하여, 층간전단강도와 공정의 상관관계, 탄소나노튜브의 보강효과에 대하여 조사했다. 탄소나노튜브/에폭시 복합재의 경우 기계적 물성의 향상을 가져왔으나 이를 기지재로 사용한 탄소섬유복합재의 층간전단강도는 특히 VARTM 공정의 경우, 탄소나노튜브의 첨가에 따른 수지의 점도 증가로 인한 공정상의 문제로 기대만큼의 물성향상을 가져오지는 못한 것을 확인하였다.

• International Journal of Concrete Structures and Materials
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• 제2권1호
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• pp.35-39
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• 2008

This experimental study examines the applicability of polymer mortar permanent forms using a methyl methacrylate (MMA) solution of waste expanded polystyrene (EPS) to develop effective recycling processes for the EPS, referring to the flexural behavior of a polymer-impregnated mortar permanent form with almost the same performance as commercial products. An MMA solution of EPS is prepared by dissolving EPS in MMA, and unreinforced and steel fiber-reinforced polymer mortars are mixed using the EPS-MMA-based solution as a liquid resin or binder. Polymer mortar permanent forms (PMPFs) using the EPS-MMA-based polymer mortars without and with steel fiber and crimped wire cloth reinforcements and steel fiber-reinforced polymer-impregnated mortar permanent form (PIMPF) are prepared on trial, and tested for flexural behavior under four-point (third-point) loading. The EPS-MMAbased PMPFs are more ductile than the PIMPF, and have a high load-bearing capacity. Consequently, they can replace PIMPF in practical applications.

• 한국추진공학회지
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• 제3권2호
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• pp.56-65
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• 1999

본 연구에서는 와인딩시 공정조건의 변화가 필라멘트와인딩 복합재의 기계적 특성에 미치는 영향을 조사하였다. 와인딩시의 공정변수로는 섬유장력과 섬유엔드수를 고려하였다. 고려한 시편은 필라멘트와인딩 공법으로 제작된 링 시편으로 강화섬유는 TZ-507 탄소섬유와 IZ-40 탄소섬유를 사용하고 수지는 필라멘트와인딩용 에폭시를 사용하였다. 와인딩시 섬유장력은 0.5kgf에서 3.0kgf의 범위에서 변화시켰으며 섬유엔드수는 1엔드에서 6엔드의 범위에 서 변화시켰다. 와인딩시 섬유장력과 섬유엔드수를 변화시킨 링 시편의 섬유체적비와 기공함유율은 황산용해법을 적용하여 측정하였으며 이들 링 시편의 기계적 특성은 스프릿 디스크 시험을 통해 평가하였다. 본 연구의 수행을 통해 얻어진 결과들로 판단하면 와인딩시 섬유 장력과 섬유엔드수는 필라멘트와인딩 복합재의 섬유체적비와 기공함유율을 변화시킬 뿐 아니라 필라멘트 와인딩 복합재의 기계적 특성에도 밀접한 영향을 미친다. 따라서 필라멘트와인딩 복합재의 구조성능을 극대화하고 생산성을 향상시키기 위해서는 최적의 필라멘트 와인딩 공정조건이 적용되어야 한다.