• Advances in materials Research
• /
• 제11권4호
• /
• pp.299-330
• /
• 2022

This review article highlights the physical, mechanical, and chemical properties of coconut shells, and the fresh and hardened properties of the coconut shell concrete are summarized and were compared with other types of aggregates. Furthermore, the structural behavior in terms of flexural, shear, and torsion was also highlighted, with other properties including shrinkage, elastic modulus, and permeability of the coconut shell concrete. Based on the reviewed literature, concrete containing coconut shell as coarse aggregate with normal sand as fine showed the 28-day compressive strength between 2 and 36 MPa with the dried density range of 1865 to 2300 kg/m³. Coconut shell concretes showed a 28-day modulus of rupture and splitting tensile strength values in the ranges of 2.59 to 8.45 MPa and 0.8 to 3.70 MPa, respectively, and these values were in the range of 5-20% of the compressive strength. The flexural behavior of CSC was found similar to other types of lightweight concrete. There were no horizontal cracks on beams which indicate no bond failure. Whereas, the diagonal shear failure was prominent in beams with no shear reinforcements while flexural failure mode was seen in beams having shear reinforcement. Under torsion, CSC beams behave like conventional concrete. Finally, future recommendations are also suggested in this study to investigate the innovative lightweight aggregate concrete based on the environmental and financial design factors.

• Composites Research
• /
• 제21권1호
• /
• pp.1-7
• /
• 2008

복합재 고압 용기는 우수한 기계적 강도를 유지하면서 경쟁적인 무게절감을 얻을 수 있는 복합재의 장점으로 인해 최근에 많이 사용되고 있다. 하지만 고압에서 발생하는 복합재의 기밀 문제(permeability)를 보완하기 위해 금속으로 덧대는 Type 3 형태의 구조로 많이 사용된다. 그러나 복잡한 기하학적 형상, 제조공정 변수 등으로 인해 차입 3 형태의 압력용기를 설계하는 데에는 많은 어려움이 뒤따른다. 따라서 본 연구에서는 이러한 변수들을 고려하는 준측지궤적 알고리즘(semi-geodesic algorithm)과 최적화를 위한 유전자 알고리즘을 적용하여 차입 3 복합재 압력용기의 GUI(graphic user interface) 최적설계 프로그램을 개발하였다. 또한 개발된 프로그램을 이용하여 연료 전지 자동차에 적용되는 350/700 바 수소저장용기에 대해 최적 설계를 수행하였다.

• 대한토목학회논문집
• /
• 제26권5C호
• /
• pp.359-368
• /
• 2006

시공후 터널의 거동에 영향을 주는 대표적인 인자들로 시간에 따른 투수상태와 지반의 장기거동을 들 수 있다. 본 연구에서는 이러한 인자들과 관련된 터널거동을 분석하기 위한 수치해석모델을 개발하고 터널이 겪을 수 있는 다양한 시공 후 하중 조건에 대하여 수치해석을 수행하였다. 터널 변상에 대한 영향인자와 터널거동의 메카니즘을 파악하기 위해 가능한 모든 변상 발생 시나리오를 구성하였으며, 부직포의 투수계수, 수위상승, 장기적인 이완하중과 과발파로 인한 손상 등 터널의 시공 후 장기 변상에 관련된 인자들이 조사되었다. 시공 후 터널 변상 발생 시나리오는 터널형식과 그에 따른 하중 메카니즘에 따라 크게 두 가지로 구분할 수 있음을 알 수 있었다. 토사터널에 대해서는 투수상태와 관련된 거동이 주요 변상의 원인으로 분석되었으며 배수재의 투수계수 저하와 수위상승에 의한 영향에 대해 분석하였다. 암반 터널에서는 암반의 점소성 거동을 분석하였고 암반의 이완과 크립에 의한 장기적인 이완하중의 영향에 대해 연구하였다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제13권1호통권53호
• /
• pp.97-105
• /
• 2009

건설산업에서 혼합콘크리트의 개발 및 사용은 내구성 측면에서의 공극구조개선 및 투수성 감소등의 확장 연구를 통해 나날이 증가하고 있는 실정이다. 한편, 콘크리트내의 균열은 투수성, 염해 침투속도 및 압축강도등을 결정하는 중요한 인자이며, 이는 철근의 부식과도 밀접한 관련을 가지는 것으로 알려져 있다. 더욱이 콘크리트 구조물의 피복두께에 균열이 발생한 경우, 이를 통해 철근 부식이 가속화됨은 주지의 사실이다. 최근에 콘크리트내의 침투를 고려한 균열효과와 관련하여 다수의 연구가 수행되어져 온 것이 사실이며, 그에 따라 내구성을 고려한 균열 혼합콘크리트의 사용수명 평가에 관한 연구도 필요한 것이 사실이다. 본 연구에서는 0.3mm의 균열을 변수로 두고, OPC, 30% PFA, 60% GGBS 및 10% SF의 결합재를 혼입하여 사용한 혼합콘크리트보의 부식평가를 자연 및 인공 환경조건에 맞추어 반전지전위측정시험, 갈바닉전류측정시험, 무게감량법등으로 측정 및 비교분석하였다.

• Journal of Pharmaceutical Investigation
• /
• 제40권spc호
• /
• pp.75-82
• /
• 2010

Specific diseases like cancer and acquired immune deficiency syndrome (AIDS) occur at various organs including lymphatics and spread through lymphatic system. Thus, if therapeutic agents for such diseases are more distributed or targeted to lymphatic system, we can obtain several advantages like reduction of systemic side effect and increase of efficacy. For these reasons, much interest has been focused on the nature of lymphatics and a lot of studies for lymphatic delivery of drugs have been carried out. Because lymphatics consist of single layer endothelium and have high permeability compared with blood capillaries, especially, the studies using nano-sized carriers have been performed. Polymeric nano-particle, liposome, and lipid-based vehicle have been adopted for lymphatic delivery as carriers. According to the administration route and the kind of carrier, the extent of lymphatic delivery efficiency of nano-sized carriers has been changed and influenced by several factors such as size, charge, hydrophobicity and surface feature of carrier. In this review, we summarized the key factors which affect lymphatic uptake and the major features of carriers for achieving the lymphatic delivery. Lymphatic delivery of drug using nano-sized carriers has many fold improved ability of lymphatic delivery compared with that of conventional dosage forms, but it has not shown whole lymph selectivity yet. Even though nano-sized carriers still have the potential and worth to study as lymphatic drug delivery technology as before, full understanding of delivery mechanism and influencing factors, and setting of pharmacokinetic model are required for more ideal lymphatic delivery of drug.

• 한국의류산업학회지
• /
• 제12권2호
• /
• pp.203-213
• /
• 2010

This study examined the wearing conditions of working clothes of shipbuilding industry workers according to the working environmental factors and working process features. It was also investigated the relationship between the wearing sense of working clothes and the overall comfort according to work processes. In the working process of shipbuilding industry, the process of fitting, welding, grinding and painting were chosen by considering work environmental factors, disaster types, hazardous materials, work process features, working clothes and safety equipments of each work categorized. The workers of fitting process usually wore the standard working clothes, while more than 60% of the workers of welding, grinding and painting wore the specialized protective clothes. The hazardous work environmental factors such as noise, heavy dust, high temperature and noxious fumes affected to the workers of fitting, welding and grinding. However, the workers of painting were greatly damaged by organic solvent. The dissatisfaction with the wearing performance of working clothes was highly shown in the sweat absorbency, moisture permeability and body protection. In respect of the correlation between the overall comfort and the wearing sense of working clothes, the satisfaction was decreased in orders of movement comfort> sensual comfort> physiological comfort.

• 한국환경복원기술학회지
• /
• 제2권4호
• /
• pp.1-8
• /
• 1999

Forest devastation in Korea was caused by several factors such as internal factors from geological features and external factors from artificial forest damages including fuel wood collection from forests, forest fires, shifting cultivations and so on. According to the reports of 1935, lots of forest devastation in Kyungpook province area occurred around the main and branch stream of Nakdong river. Main factors of occurring forest devastation in 1935 were investigated by the methods of forest devastation rate and the population density at the basin of Nakdong river. But based on our study, forest devastation mainly occurred in rock zones of granite and granite gneiss, next to Nakdong formation but scarcely occurred in Hayang formation. Clay of the weathered soils of granite and granite gneiss was lost by rainfall, but remaining coarse-sandy soils(or grits) have poored conditions in vegetation's growth, which are due to high level of water permeability, lack of water-holding capacity and dried conditions. Generally, pine forests are mainly growing up in these regions. It is supposed that forest devastation was accelerated due to long periods of natural regeneration and no ability of natural regeneration by sprout after frequent collections of fuel wood and cuttings from pine forest on those grit areas. These results indicated that the high rate of forest devastation occurred around the basin with the high resident population density, which was partly due to forest damages by fuel collection. Moreover, both geological features and number of residents had much influence on forest devastation. Forest devastation was positively correlated with those variables(r=+0.73).

• Advances in concrete construction
• /
• 제2권1호
• /
• pp.39-56
• /
• 2014

Corrosion in RCC structures is one of the most important factors that affects the structure's durability and subsequently causes reduction of serviceability. The most severe cause of this corrosion is chloride attack. Hence, to prevent this to happen proper understanding of the chloride penetration into concrete structures is necessary. In this study, first the mechanism of this chloride attack is understood and various parameters affecting the process are identified. Then an FEM modelling is carried out for the chloride diffusion process. The effects of fly ash and slag on the diffusion coefficient and chloride penetration depth in various mixes of concretes are also analyzed through integrating Virtual RCPT Lab and FEM.

• International Journal of Concrete Structures and Materials
• /
• 제6권2호
• /
• pp.87-100
• /
• 2012

The process of selecting a repair material is a typical one of multi-criteria decision-making (MCDM) problems. In this study Analytical Hierarch Process was applied to solve this MCDM problem. Many factors affecting a process to select an optimal repair material can be classified into quantitative and qualitative requirements and this study handled only quantitative items. Quantitative requirements in the optimal selection model for repair material were divided into two parts, namely, the required chemical performance and the required physical performance. The former is composed of alkali-resistance, chloride permeability and electrical resistivity. The latter is composed of compressive strength, tensile strength, adhesive strength, drying shrinkage, elasticity and thermal expansion. The result of the study shows that this method is the useful and rational engineering approach in the problem concerning the selection of one out of many candidate repair materials even if this study was limited to repair material only for chloride-deteriorated concrete.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
• /
• pp.207-212
• /
• 2002

Reportedly, the use of mineral admixtures make concrete more durable and tighten against water. But, it is needed to study more about the relationship between the admixtures and the chloride ion diffusion. When concrete is mixed with fly-ash, pozzolanic reaction occur to time. So we should consider the factors that can evaluate inner structure of concrete in order to evaluate the chloride diffusion of the concrete more accurately. Therefore, in this study, we analyzed the correlation between chloride ion diffusion and physical properties such as compressive strength, void ratio, air permeability of the concrete, and tried to use them as fundamental data for analyzing chloride ion diffusion mechanism of the concrete mixed with fly-ash.