• Journal of the Korea institute for structural maintenance and inspection
• /
• v.23 no.2
• /
• pp.122-129
• /
• 2019

Cracks in concrete structures are inevitable phenomena caused by shrinkage, hydration heat, and external loads. These cracks facilitate the penetration of external harmful ions into the concrete, which greatly reduces its durability. Recently, self-healing concrete has been actively studied. Also, self-healing fiber-reinforced concrete have been studied to control the crack in concrete and to maximize the shelf-healing capability. In this study, mortar specimens containing PVA fiber, fly ash and crystalline admixture were fabricated. The compressive and flexural strength were evaluated. Also, the self-healing performance was evaluated by the absorption test. From the results, it was confirmed that the amount of water absorbed by healing of the crack decreased as time increased. It was also found that PVA fiber is beneficial for the production of calcium carbonate, an additional healing product.

• Journal of the Korean GEO-environmental Society
• /
• v.12 no.3
• /
• pp.63-67
• /
• 2011

Recently, the application of unsaturated-soil theory is concerned in practice. Most characteristics of unsaturated-soil is the relationship between volumetric water contents and matric suction. Usually the volume water contents is estimated by the relationship between gravity water contents and volume water contents because of the difficulty of measurement of volumetric water contents. In this case, the water exists in only void of soil, and the relationship between gravity water contents and volume water contents is calculated by only water in void, but in fact, the water exists in the particle of the soil. So the real volume water contents is different with calculated volume water contents derived by the relationship containing only void water. The object of this research is to revise the relationship between volume water contents and gravity water contents by using the absorptivity tests of the soil particle.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.20 no.3
• /
• pp.122-129
• /
• 2016

In this study, we developed a pressing device which can reproduce the pressure of concrete inside the conveying pipe as a part of the basic study to development of high fluidity concrete under high pressure pumping. Using this pressing device, we evaluated a absorption properties of aggregate that are crushed coarse aggregate, river gravel and lightweight coarse aggregate according to pressure of coarse aggregate and aggregate inside a high fluidity concrete, focused on the reduction of unit water quantity by pressure. In addition, it was evaluated the compressive strength of high fluidity concrete about before and after of pressive. Test a result, case of condition under the high pressure of 250 bar, absorption ratio of crushed coarse aggregate and river gravel were not increased above the surface absorption, absorption ratio of lightweight coarse aggregate was increased than the surface absorption.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.3 no.2
• /
• pp.132-139
• /
• 2015

In this study, the different unit cement content by the ratio of water absorption and water-cement ratio are applied to examine the properties of the concrete used the aggregate recycled by the crushing treatment. According to the experimental results, in the mix of low strength and high water-cement ratio, both of the compressive strength is almost equal in the concrete using the recycled aggregate by the crushing treatment and the concrete using broken stones. It means that the recycled aggregate has the low effect of the amount of bonded mortar. But, in the mix of high strength and low water-cement ratio, the concrete using the recycled aggregate by the crushing treatment has 40% less of the compressive strength than that using broken stones by the effect of the amount of bonded mortar. On the other hand, after 8 weeks, the dry shrinkage of the recycled aggregate with 7% of the ratio of water absorption doubles that of the broken stones with 1% ($-350{\times}10^{-6}$), in other words $-700{\times}10^{-6}$. Thus, the dry shrinkage should be prior to any other conditions in recycling waste concrete for the aggregate for concrete. When the recycled aggregate with 3% of the ratio of water absorption is used, the compressive strength of the rich mix concrete ($450kg/m^3$ of the unit cement content) is equivalent to that of the concrete using broken stones, while in using the recycled aggregate with 7% of the ratio of water absorption, the rich mix concrete has 7% lower compressive strength than the concrete using broken stones. But, the compressive strength of the ordinary mix concrete ($350kg/m^3$ of the unit cement content) is far lower than that using broken stones.

• KIEAE Journal
• /
• v.6 no.4
• /
• pp.33-39
• /
• 2006

This study aims to investigate the method to reduce the surface temperature caused by insolation. To achieve this goal, surface temperature of building is measured and the effects of exterior material's color and brilliance were checked with infrared imaging. And also, exterior material's absorptances due to outdoor surface heat transfer coefficients were measured. After surface temperature measurement of 37 specimen of 5 categories, the temperature is the highest on wood($53.62^{\circ}C$) and panel($52.05^{\circ}C$). Dryvit, stone, brick is the rating of order. For exterior material's absorptances, panel(0.883) and wood(0.868) were high and Dryvit, stone, brick follows wood and panel.

• Journal of Bio-Environment Control
• /
• v.7 no.2
• /
• pp.123-129
• /
• 1998

This experiment was conducted to composition of nutrient solution for tore of endive hydroponics, and was compared the nutrient solution developed in the Seoul City University(SCUE) with the conventional solution of Proefstation voor Tuinbouw ender Glas. Proper compositions of nutrient solution for endive hydroponics were NO$_3$-N 15.0, NH$_4$-N 1.0, PO$_4$-P 3.0. K 10.0, Ca 5.0 and Mg 3.5 me.$\ell$$^{-1}$ , respectively SCUE and PTG standard nutrient solution showed slightly better yields among nutrient solutions. The SCUE nutrient solution and the PTG nutrient solution had no difference on growth and yield of endive Plants.

• Proceedings of the Korean Nuclear Society Conference
• /
• 1998.05b
• /
• pp.231-236
• /
• 1998

원자력 발전소의 핵연료 피복관 재료로 사용되고 있는 Zr합금의 부식특성에 미치는 Sn의 영향을 조사하기 위해 Sn 함량을 0.5, 0.8, 1.5, 2.0wt.%로 조절한 Zr-xSn 2원계 합금과 Zr-0.4Nb-xSn 3원계 합금을 제조하여 36$0^{\circ}C$ 물 분위기의 mini-autoclave에서 부식실험을 수행하였다. 2원계 합금에서 Sn이 0.5, 0.8, 1.5wt.% 첨가된 합금에서는 15일에서 속도천이가 발생한 후 급격한 부식 가속 현상이 나타났으나, 2.0wt.%가 첨가된 합금에서는 100일까지 부식 실험에서도 천이 현상을 보이지 않는 매우 높은 부식 저항성을 보였다. 그러나 3원계 합금에서는 2원계 합금과는 달리 40일 시험에서도 모든 합금들이 속도 천이 현상을 보이지 않고 천이전 영역에서의 부식 거동을 보이며, Sn 함량 변화에 따른 부식 속도의 차이를 감지할 수 없었다. 이러한 경향은 2원계 합금과 3원계 합금에서 Sn의 고용도 차, 미량 첨가된 Nb의 영향 및 석출물의 특성과 관련이 있는 것으로 사료된다. 또한 수소 흡수율면에서도 Sn 함량 변화에 따라 부식 거동과 비슷한 경향을 보이면서 2.0wt.%에서 가장 낮은 수소흡수율을 보였다 천이전 영역에서 산화막 구조 관찰 결과 천이전 영역의 모든 산화막에서 보호적 성질을 나타내는 tetragonal-ZrO$_2$가 관찰되었는데, tetragonal-ZrO$_2$의 분율은 Sn 함량에 따라 거의 같게 나타났다.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.14 no.2
• /
• pp.943-948
• /
• 2013

In this study, the characteristics of polymer-modified mortar which include UM resin, eco-friendly resin, was studied for improving the durability of concrete. UM and cement mortar were mixed with a certain percentage. Eco-friendly UM resin polymer-modified mortar was evaluated by compressive strength, splitting tensile strength, flexural strength, water absorption and chemical resistance experiments. The characteristics of eco-friendly UM resin polymer-modified mortar were evaluated by experiments. Performance of compressive strength and splitting tensile strength were decreasing. On the other hand, performance of flexural strength, water absorption and chemical resistance were increasing. Eco-friendly UM resin polymer-modified mortar reinforced concrete durability performance is excellent.

• Elastomers and Composites
• /
• v.41 no.1
• /
• pp.40-48
• /
• 2006

Mechanical systems with rubber parts have been used widely in industry fields. The evaluation of the physical characteristics of rubber is important in rubber application. Rubber material is useful to machine component for excellent shock absorbing characteristics. The impact characteristics of rubber were examined by experimental and finite element method. The impact test was conducted with a free-drop type impact tester. The ABAQUS/Explicit was used for finite element analysis. In the finite element analysis, elastic modulus of rubber using impact force was used as dynamic modulus, which are measured and predicted with dynamic property test and WLF model. The analysis result was coincided with the experimental results.

• The Bulletin of The Korean Astronomical Society
• /
• v.46 no.2
• /
• pp.60.4-61
• /
• 2021

차세대 중력파 검출기들이 1.5 ㎛ 이상의 장파장에서의 양자광원을 필요로 함에 따라, 이에 대한 기술 개발의 중요성이 대두되고 있다. 차세대 검출기들은 기존의 검출기에 사용되는 test mass를 fused silica에서 silicon으로 변경하면서 열팽창 현상으로 인해 생기는 정밀도의 한계를 뛰어넘으려한다. 하지만 1064 nm 파장의 경우 silicon에서 흡수율이 매우 높으므로 사용할 수 없기에, 흡수율이 상대적으로 낮은 1.5 ㎛ 이상의 영역의 양자광원이 필요하다. 본 발표에서는 1550 nm 파장에서 압축광 개발에 필요한 기술들을 소개하고, 현재까지 진행된 실험 및 실험결과 들을 보고하고자 한다. 압축광의 pump빔을 만드는 SHG, 압축광이 생성되는 OPO, 생성된 압축광의 quadrature를 측정하기 위한 호모다인 측정기, 빛의 분광 잡음을 줄이고, 원하는 spatial mode로 여과시켜주는 mode cleaning cavity에 대한 내용을 설명한다.