• Journal of Forest and Environmental Science
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• 제14권1호
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• pp.138-144
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• 1998

표고폐골목의 재활용을 목적으로 폐골목과 정상재의 칩을 일정비율로 혼합하여 얻은 목질보드의 성질을 조사, 검토하였다. 그 결과 폐골목의 목섬유는 정상재보다 다소 짧고 표면이 거철었으며 폐골목 변재부의 밀도는 정상재에 비해 상당히 낮았다. 파티클보드의 두께 팽윤율 및 파괴계수의 시험결과 폐골목을 25-50% 정도 혼합한 경우는 정상재와 비슷한 값을 나타냈다. 결론적으로 폐골목은 파티클보드의 재료로 사용될 수 있고 정상재와의 혼합비율은 25~50% 범위에서 조정되어야 할 것으로 생각되었다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 추계학술대회 논문집(제1권)
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• pp.379-384
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• 2006

본 연구에서는 세라믹 담체의 기본 성능인 파단계수에 미치는 시험편 치수와 시험 방법의 영향을 평가한 것이다. 중심합성계획에 의해 시험편 치수와 4점 굽힘 시험조건을 설계변수로 선정하여 실험을 수행하고 반응표면법을 이용하여 파단계수에 대한 회귀모델을 구성하였다. 치수효과는 반응표면모델에서 최소 및 최대값의 비를 치수 수정계수로 정의하여 세라믹 담체의 강도 설계에 필요한 파단계수를 제안하였다.

• Journal of the Korean Wood Science and Technology
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• 제12권2호
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• pp.20-26
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• 1984

내화처리(耐火處理)된 합판(合板)의 내부(內部)에 잔존(殘存)하고 있는 내화약제(耐火藥劑)의 종류(種類) 및 그 양(量)이 합판(合板) 특유(特有)의 장점(長點)인 휨 강도(强度)에 어떠한 영향(影響)을 미치는 가를 조사(調査)하기 위(爲)해 황산(黃酸) 암모늄(Ammonium sulfate), 제1인산(第一燐酸) 암모늄(Ammonium phosphate, mono basic), 제2인산(第二燐酸) 암모늄(Ammonium phosphate, di basic), 그리고 복합약제(複合藥劑)인 붕사(硼砂) 붕산(硼酸)(Borax-Boric acid) 및 미나리스(Minalith) 등(等) 5종(種)의 내화제(耐火劑)를 20% 수용액(水溶液)으로 조제(調劑)한 다음 3.5mm 메란티 합판(合板)을 3시간(時間)부터 12시간(時間) 동안 3시간(時間) 간격(間隔)으로 침지처리(浸漬處理)를 한 후(後) $120^{\circ}C$의 열판(熱板)으로 재건조(再乾燥)하여 휨 강도시험(强度試驗)을 행(行)하였다. 비례한계(比例限界)에서의 응력(應力), 탄성계수(彈性係數), 파괴계수(破壞係數) 및 비례한계(比例限界)까지의 단위체적(單位體積) 당(當) 일등(等)을 조사(調査)한 바, 약제처리(藥劑處理)한 합판(合板)의 경우가 수분처리합판(水分處理合板)(대희구(對熙區))에 비(比)해 대부분(大部分) 높게 나타났으며 붕사(硼砂) 붕산(硼酸) 처리합판(處理合板)의 경우가 4부간(部間)에서 공(共)히 가장 높은 치(値)를 보여주었다. 그리고 처리시간(處理時間)이 연장(延長)됨에 따라, 즉 약액(藥液)의 흡수량(吸收量)(약제(藥劑) 잔존량(殘存量))이 증가(增加)함에 따라 휨 강도(强度)는 대체적(大體的)으로 향상(向上)하는 것으로 나타났다. 강도적(强度的) 측면(側面)이나 침지처리시(浸漬處理時) 발생(發生)하는 결함(缺陷) 등을 고려(考慮)할 때 복합약제(複合藥劑)인 붕사(硼砂) 붕산(硼酸)이 가장 바람직한 합판용(合板用) 내화처리약제(耐火處理藥劑)로 사료되는 바이다.

• Journal of the Korean Wood Science and Technology
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• 제41권6호
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• pp.528-534
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• 2013

본 연구는 톱밥과 귤박을 이용하여 혼합보드를 제조하여 기본 물성을 조사하였다. 혼합보드의 귤박 혼합율이 10%에서 40%로 증가함에 따라 흡수율은 94.1%에서 86.5%로, 두께 팽창율은 27.2%에서 18.0%로, 휨강도는 $65.1kgf/cm^2$에서 $39.2kgf/cm^2$로, 경도는 $195.3kgf/cm^2$에서 $180.3kgf/cm^2$로 감소하였다. 혼합보드의 밀도가 $0.4g/cm^3$에서 $0.8g/cm^3$로 증가함에 따라 흡수율은 149.2%에서 58.6%로 감소하였으나, 두께 팽창율은 6.4%에서 17.9%로, 휨강도는 $4.2kgf/cm^2$에서 $96.6kgf/cm^2$로, 경도는 $40.4kgf/cm^2$에서 $196.2kgf/cm^2$로 증가하였다.

• Structural Engineering and Mechanics
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• 제48권6호
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• pp.833-848
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• 2013

Nine rectangular-section of High Strength Concrete(HSC) beams were designed and casted based on the American Concrete Institute (ACI) code provisons with varying of tensile reinforcement ratio as (${\rho}_{min}$, $0.2_{{\rho}b}$, $0.3_{{\rho}b}$, $0.4_{{\rho}b}$, $0.5_{{\rho}b}$, $0.75_{{\rho}b}$, $0.85_{{\rho}b}$, $_{{\rho}b}$, $1.2_{{\rho}b}$). Steel and concrete strains and deflections were measured at different points of the beam's length for every incremental load up to failure. The ductility ratios were calculated and the moment-curvature and load-deflection curves were drawn. The results showed that the ductility ratio reduced to less than 2 when the tensile reinforcement ratio increased to $0.5_{{\rho}b}$. Comparison of the theoretical ductility coefficient from CSA94, NZS95 and ACI with the experimental ones shows that the three mentioned codes exhibit conservative values for low reinforced HSC beams. For over-reinforced HSC beams, only the CSA94 provision is more valid. ACI bending provision is 10 percent conservative for assessing of ultimate bending moment in low-reinforced HSC section while its results are valid for over-reinforced HSC sections. The ACI code provision is non-conservative for the modulus of rupture and needs to be reviewed.

• Computers and Concrete
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• 제2권3호
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• pp.177-188
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• 2005

This paper presents a numerical model developed to evaluate the load-deflection and moment-curvature relationship for concrete beams strengthened externally with four different Fiber Reinforced Polymer (FRP) composite systems. The developed model considers the inelastic behavior of concrete section subjected to a combined axial force and bending moment. The model accounts for tensile strength of concrete as defined by the modulus of rupture of concrete. Based on the adopted material constitutive relations, the model evaluates the sectional curvature as a function of the applied axial load and bending moment. Deflections along the beam are evaluated using a finite difference technique taking into account support conditions. The developed numerical technique has been tested on a cantilever beam with a transverse load applied at its end. A study of the behavior of the beam with tension reinforcement compared to that with FRP areas giving an equivalent ultimate moment has been carried out. Moreover, cracking of the section in the tensile region at ultimate load has also been considered. The results indicated that beams reinforced with FRP systems possess more ductility than those reinforced with steel. This ductility, however, can be tuned by increasing the area of FRP or by combining different FRP layers.

• Journal of the Korean Wood Science and Technology
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• 제44권1호
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• pp.48-56
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• 2016

이 연구에서는 환경부하가 적은 산림훼손지 생태복원용 단위격자틀을 개발하기 위하여 콘크리트와 국내산 침엽수 4종과 활엽수 3종을 각각 복합적층한 7종류의 목재-콘크리트 복합적층재를 제작하였고, 정적 휨 강도성능에 미치는 수종의 밀도의 영향을 조사하였다. 목재-콘크리트 복합적층재의 휨 탄성계수는 전반적으로 수종의 밀도에 비례하여 증가하였고, 대부분 콘크리트에 비해 높은 휨 탄성계수를 나타내어 복합적층에 의한 밀도감소와 탄성계수향상의 효과가 나타났다. 휨 탄성계수 실측치는 각 라미나의 탄성계수로부터 등가단면법을 이용하여 계산한 예측치보다 약간 낮은 값을 나타내었고, 그 차이는 10% 미만인 것이 확인되었다. 목재-콘크리트 복합적층재의 휨 비례한도 응력은 콘크리트보다 1.2-1.6배의 높은 값을 나타내었다. 목재-콘크리트 복합적층재의 휨 강도는 전반적으로 수종의 밀도에 비례하여 증가하였고, 복합적층에 의해 콘크리트의 그것보다 현저한 강도향상을 나타내어 목재-콘크리트 복합적층재는 환경부하가 적으면서 내구성을 지닌 생태복원용 재료로 응용가능 할 것으로 판단된다.

• Journal of the Korean Wood Science and Technology
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• 제29권3호
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• pp.36-46
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• 2001

This study was to find a way of reusing wood and plastic wastes, which considered as a troublesome problem to be solved in this age of mass production and consumption, in manufacturing wood fiber-polypropylene fiber composite panel. And the feasibility of this composite panel as a substitute for existing headliner base panel of automobile was also discussed, especially based on physical and mechanical performance. Nonwoven web composite panels were made from wood fiber and polypropylene fiber formulations of 50 : 50, 60 : 40, and 70 : 30, based on oven-dry weight, with densities of 0.4, 0.5, 0.6, and 0.7 g/$cm^3$. At the same density levels, control fiberboards were also manufactured for performance comparison with the composite panels. Their physical and mechanical properties were tested according to ASTM D 1037-93. To elucidate thickness swelling mechanism of composite panel through the observation of morphological change of internal structures, the specimens before and after thickness swelling test by 24-hour immersion in water were used in scanning electron microscopy. Test results in this study showed that nonwoven web composite panel from wood fibers and polypropylene fibers had superior physical and mechanical properties to control fiberboard. In the physical properties of composite panel, dimensional stability improved as the content of polypropylene fiber increased, and the formulation of wood fiber and polypropylene fiber was considered to be a significant factor in the physical properties. Water absorption decreased but thickness swelling slightly increased with the increase of panel density. In the mechanical properties of composite panel, the bending modulus of rupture (MOR) and modulus of elasticity (MOE) appeared to improve with the increase of panel density under all the tested conditions of dry, heated, and wet. The formulation of wood fiber and polypropylene fiber was considered not to be a significant factor in the mechanical properties. All the bending MOR values under the dry, heated, and wet conditions met the requirements in the existing headliner base panel of resin felt.

• Journal of the Korean Wood Science and Technology
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• 제25권4호
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• pp.29-38
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• 1997

The effect and control of wood property of reconstituted composite panels for improved board properties by wood-waste materials and development of combination method for heterogeneous materials have been of interest to the wood science researchers. The purpose of this study is to consider the properties in relation to hot pressing conditions and to develope the optimum hot pressing condition with waste wood and waste tire for the manufacturing of composite boards. The study of composite boards for recycling of wood and waste tire is nothing up to the present. Physical and mechanical properties such as specific gravity, moisture content, swelling coefficient, modulus of rupture and modulus of elasticity in bending test were studied. The condition of 3-stage press time for the lowest moisture content of composite board was $4{\rightarrow}3{\rightarrow}3$ minutes. Specific gravity of composite panels was affected mainly by the amount of rubber chip. Because of the low rigidity and high elasticity in rubber chip, it is considered the composite panel was adequate material in the place of compression load, but not bending load. Therefore, it was concluded that a use of rubber-based wood composite panel is proper to the interior materials such as floor a room than exterior materials. From the test results, the most optimum hot pressing conditions were $4{\rightarrow}3{\rightarrow}3$ minutes for 3-stage press time and $45{\rightarrow}20{\rightarrow}5kg/cm^2$ for 3-stage press pressure. The rubber-based wood composite panel was very excellent in elasticity by combination of rubber chip in comparison with existing other wood-based materials. Therefore, it was considered that rubber-based wood composites can be applicable to every interior materials such as floor a room and will be expected to effective reuse and recycle of waste tires and wood-waste materials, and will be contribute to protection of environment pollution in earth.

• Journal of the Korean Wood Science and Technology
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• 제33권6호통권134호
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• pp.46-54
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• 2005

목재파티클의 크기(1/32",1/4",1/2")와 재생폴리프로필렌의 혼합비율(10%, 30%, 50%, 70%)을 달리하여 복합패널을 제조하고 물성을 조사하였다. 목재파티클의 혼합비율이 증가함에 따라 밀도가 다소 증가하였으며, 같은 혼합비율에서 목재파티클이 클수록 밀도가 감소하는 경향을 나타냈다. 흡수두께팽창률과 수분흡수율은 재생폴리프로필렌의 혼합비율이 증가할수록 치수안정성이 매우 우수하였다. 휨파괴계수는 재생폴리프로필렌의 혼합비율이 증가할수록 증가한 반면, 휨탄성계수는 감소하는 경향을 나타냈다. SEM 사진 관찰을 통해 재생폴리프로필렌이 용해되어 목재파티클의 조직내에 일부 침투되어 쐐기 형태의 기계적 결합과 목재파티클을 감싸 매트릭스를 형성하여 결합되어 있는 것을 관찰할 수 있었다.