• 한국가구학회지
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• 제27권4호
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• pp.392-398
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• 2016

Wood-plastic composites (WPCs) composed of mainly wood flour and thermoplastics have attracted considerable attentions due to advantages of cost effectiveness, high durability, and microbial resistance. However, relatively poor fire resistance of WPCs from low thermal stability of wood and plastics prevents further uses. This study investigated the effect of expandable graphite (EG) and aluminium hydroxide (AH)/magnesium hydroxide (MH) on the properties of WPCs. The combined incorporation of both EG and metal hydroxide (i.e., AH or MH) into formulations leads to higher flexural modulus of filled composites compared to neat PP and WPC. In thermal properties, EG played an important role in improving thermal stability of filled composites by suppressing thermal decompositions of wood and PP. Moreover, EG showed better water absorption features. From this research, it can be said that EG and metal hydroxides have potentials as effective reinforcement, flame retardant, and moisture barrier.

• 한국도로학회논문집
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• 제3권1호
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• pp.185-197
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• 2001

본 연구는 온도에 따라 특성이 변하는 아스팔트 콘크리트의 파괴인성을 규명하기 위하여 기존의 유효균열 모델을 수정하는 연구를 다루고 있다. 본래의 ECM모델은 콘크리트와 같은 고체에 적용되도록 개발되어 재료의 포아슨 비를 고려하지 않는다. 하지만 아스팔트 콘크리트는 온도변화에 민감하여 온도에 따라 포아슨 비가 변화하므로 다양한 온도하에서 정확한 파괴 특성을 알기 위해서는 포아슨 비가 고려되어져야 한다. 3개의 개질아스팔트 결합재를 포함한 4가지 결합재를 사용하여 밀입도 아스팔트 혼합물을 제조하여 초기균열 보에 대한 3점 휨 시험을 $-5^{\circ}C$부터 $-35^{\circ}C$까지에서 수행하였다. 탄성계수, 휨강도 및 파괴인성을 시험을 통하여 구하였다. 시험결과 포아슨비가 고려되는 수정 ECM 공식을 사용하므로서 보다 정확한 값들을 얻을 수 있었다. 폴리머 개질 아스팔트 혼합물이 일반아스팔트 혼합물에 비하여 더 낮은 저온하에서 더 높은 강성과 파괴인성을 유지함을 알 수 있었다.

• 한국공간구조학회논문집
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• 제23권2호
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• pp.69-78
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• 2023

This paper investigates the effects of aspect ratio and volume fraction of hooked-end normal-strength steel fibers on the compressive and flexural properties of high-strength concrete with specified compressive strength of 60 MPa. Three types of hooked-end steel fibers with aspect ratios of 64, 67 and 80 were considered and three volume fractions of 0.25%, 0.50% and 0.75% for each steel fiber were respectively added into each high-strength concrete mixture. The test results indicated that the addition of normal-strength steel fibers is effective to improve compressive and flexural properties of high-strength concrete but fiber aspect ratio had little effect on the modulus of elasticity and compressive strength. As steel fiber content and aspect ratio increased, flexural beahvior of notched high-strength concrete beams was effectively improved.

• 치위생과학회지
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• 제10권6호
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• pp.445-450
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• 2010

본 연구에서는 열중합 의치상 레진에 유리 섬유, 아라미드 섬유, 폴리에틸렌 섬유를 2.6%, 5.3% 부피비로 첨가하여 섬유의 종류에 따른 강화효과를 평가하고, 각 섬유를 두 가지로 조합한 hybrid FRC를 제작하여 동일 함량의 단독 섬유 FRC보다 굴곡성질이 더 우수한지 평가하고자 하였다. 단독 섬유 FRC에서는 5.3% 부피비의 GL, PE 섬유군의 굴곡강도가 높게 나타났다. 두 가지 섬유 조합FRC의 굴곡강도는 단독 섬유 FRC보다 증가하는 양상을 보였으나, 5.3% GL, PE 섬유군과 유의한 차이가 없었다. 단독 섬유 FRC의 굴곡계수는 5.3% 부피비의 GL 섬유군이 가장 높게 나타났다. 두 가지 섬유 조합FRC의 굴곡계수는 단독 섬유 FRC의 5.3% GL 섬유군보다 높게 나타나 유의한 차이를 보였다. 열중합 의치상 레진의 강화를 위해 섬유를 단독으로 이용할 경우 5.3% 부피비로 첨가한 유리 섬유가 굴곡강도와 굴곡계수 면에서 효과적으로 적용될 수 있을 것으로 본다. 두 가지 섬유 조합FRC의 경우 굴곡강도 면에서는 강화효과가 크지 않았지만, 굴곡계수 면에서 볼 때 유리섬유를 하방에 아라미드 섬유를 그 상방에 위치 시킨 조합을 의치상의 강화에 효과적으로 적용할 수 있을 것으로 본다.

• 한국구조물진단유지관리공학회 논문집
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• 제23권2호
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• pp.92-98
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• 2019

일반적인 고인성 고성능 시멘트 복합재료의 경우 균질한 재료분포를 위하여 기본적으로 굵은 골재를 배재하는 경향이 있다. 그러나, 굵은 골재를 배재한 섬유 복합 시멘트 모르타르의 경우 재료의 탄성계수가 낮으며 단위시멘트량이 높아 경제성과 효율이 낮은 배합이기 때문에 대량으로 신규 구조물에 적용하기 힘들다. 따라서, 본 연구에서는 적절한 수준의 굵은 골재를 혼입하였지만 여전히 휨인성과 휨강도는 확보하고 있는 동시에, 균열 분산성능도 보유하고 있는 고인성 섬유보강 콘크리트에 대한 개발 연구를 수행하였다. 굵은 골재의 혼입량을 실험 변수로 실험 연구를 수행하였고, 결과에 따르면 고인성 모르타르의 기본 배합에 굵은골재를 잔골재의 25%중량비로 추가한 경우에서 가장 좋은 휨인성 그리고 균열분산 특성을 나타내었다. PVA섬유는 균열분산과 연성 증진에 효과적이었고, 강섬유 섬유의 경우 균열분산보다는 강도증진에 효과적이었다.

• 한국안전학회지
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• 제16권1호
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• pp.43-47
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• 2001

Effect of coupling agent on the mechanical properties of PP/GF blend was investigated. The flexural modulus, Izod impact strength, elongation at yield and tensile strength were improved with using coupling agent. Mopological studies revealed that PP and GF were incompatible and addition of coupling agent was very effective to enhance the compatibility, result in mechanical properties.

• 대한기계학회논문집
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• 제18권8호
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• pp.2123-2138
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• 1994

A study on the dynamic mechanical properties of the high strength carbon fiber epoxy composite beam was carried out. The macromechanical model was used for the theoretical analysis of the symmetric laminated composite beam. The anisotropic plate theory and Bernoulli-Euler beam theory were used to predict the effective flexural elastic modulus and the specific damping capacity of laminated composite beam. The free flexural vibration and torsional vibration tests were carried out to determine the specific damping capacities of the unidirectional laminated composite beam. The vibration tests were performed in a vacuum chamber with laser vibrometer system and electromagnetic hammer to obtain accurate experimental data. From the computational and experimental results, it was found that the theoretical values with the macromechanical analysis and the experimental data of symmetric laminated composite beam were in good agreement.

• Advances in concrete construction
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• 제4권4호
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• pp.243-261
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• 2016

This research study focuses on utilizing sandstone which is overburden waste rock in coal mines to use in concrete as a replacement of fine aggregate. Physical properties of sandstone like water absorption, moisture content, fineness modulus etc., were found to be similar to conventional fine aggregate. Scanning Electron Microscope (SEM) analysis was carried out for analysing elemental composition of sandstone. There was no sulphur content in sandstone which is a good sign to carry the replacement. Fine aggregate was replaced with sandstone at 25%, 50%, 75% and 100% by volume and moulds of concrete cubes and cylinders were prepared. Compressive strength of concrete cubes was tested after 3, 7 and 28 days and split tensile & flexural strength was determined after 28 days. The strength was found to be increasing marginally with increase in sandstone content. Fine aggregate that was replaced by 100% sandstone gave highest strength among all the replacements for the compressive, split tensile and flexural strengths. Though increase in strength was marginal, still sandstone can be an effective replacement for sand in order to save the natural resource and utilize the waste sandstone.

• 대한기계학회논문집A
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• 제26권7호
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• pp.1393-1400
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• 2002

A double cantilever sandwich-beam method has been applied to the evaluation of the frequency dependence of dynamic elastic modulus and material loss factor of EPDM rubbers. The flexural vibration of a double cantilever sandwich-beam specimen with an inserted rubber layer was studied using a finite element simulation in combination with the sine-sweep test. Effects of the rubber layer length on the dynamic characteristics were also investigated: reliable values were measured when the length of the inserted rubber layer was larger than and equal to 50% of the effective specimen length. The values were compared with those obtained by the dynamic mechanical analysis and the simple resonant test. Relationships of the dynamic characteristics of rubbers with frequency could be determined using the least square error method.

• Interaction and multiscale mechanics
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• 제5권4호
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• pp.369-383
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• 2012

In this paper, soil-structure interaction analysis has been presented for beams resting on multilayered geosynthetic-reinforced granular fill-soft soil system. The soft soil and geosynthetic reinforcements are idealized as nonlinear springs and elastic membranes, respectively. The governing differential equations are solved by finite difference technique and the results are presented in non-dimensional form. It is observed from the study that use of geosynthetic reinforcement is not very effective for maximum settlement reduction in case of very rigid beam. Similarly the reinforcements are not effective for shear force reduction if the granular fill has very high shear modulus value. However, multilayered reinforced system is very effective for bending moment and differential settlement reduction.