• Journal of the Korean Recycled Construction Resources Institute
• /
• v.10 no.4
• /
• pp.359-366
• /
• 2022

In this paper, the effect of compression levels on the strengths of porous concrete using bottom ash aggregates was analyzed. Coal bottom ash (CBA) was used as aggregate in porous concrete in this study. The aggregate size types used in the CBA concrete mixtures were catagorized into two different ones. One included only a single aggregate particle size and the other included hybrid aggregate particles mixed at a ratio of 8:2 volume proportion. The water-binder ratio was fixed at 0.30, and the compression levels were applied at 0.5, 1.5, and 3.0 MPa valu es to fabricate a porou s concrete specimen. The total porosity, compressive, splitting tensile, and flexural tensile strengths were tested and analyzed. When the compression level increased, the total porosity decreased, meanwhile the compressive, split tensile, and flexural tensile strengths increased. The total porosity of concrete using hybrid aggregate was lower and the strength was larger than those of concrete using single-type aggregate. Finally, the correlation between the total porosity, compressive, split tensile, and flexural tensile strengths of porous concrete were presented. The total porosity and strength characteristics showed an inversely proportional correlation.

• Journal of the Korea Concrete Institute
• /
• v.16 no.3 s.81
• /
• pp.311-318
• /
• 2004

This study was performed to examine engineering properties for planting of porous concrete block containing rice straw ash. Tests for void ratio, compressive and flexural strength, pH by neutralization treatment time and curing method were peformed. As results, the void ratio tends to decrease with increasing rice straw ash content. But, the compressive and flexural strength tends to increase with Increasing rice straw ash content. When the neutralization was treated at the curing age 6 days, the greatest strength was showed. The pH of porous concrete without neutralization treatment in dry and water curing are shown in 10.32 ${\~}$ 10.55 and 9.41${\~}$9.59, respectively. The pH of porous concrete by neutralization treatment in dry and water curing were shown in 9.74${\~}$10.10 and 8.13${\~}$9.32, respectively. The porous concrete block size was 23 ${\times}$ 23 ${\times}$ 4 cm, and species of planting were Tall fescue, Lespedeza cyrtobotrya and Lespedeza cuneata. At the 6 months after seeding, germination ratio and grown-up length of Tall fescue, Lespedeza cyrtobotrya and Lespedeza cuneata were shown in 90, 60, $50\%$, and 40${\~}$50, 90${\~}$110, 65${\~}$75 cm, respectively. These porous concrete block containing rice straw ash could be used for planting.

• Journal of the Korean Crystal Growth and Crystal Technology
• /
• v.28 no.6
• /
• pp.263-270
• /
• 2018

Recently, porous ceramic materials with anti-static performance are urgently needed for semiconductor and OLED/LCD display manufacturing industry. In this work, we fabricated porous titanium manganese oxide ceramics having the surface resistivity of $10^8-10^{10}$ ohm and enhanced mechanical strength by partial sintering method using nanosized titanium oxide. By addition of nano-sized titanium oxide in the matrix, neck formation between grains was strengthened, which remarkably increased flexural strength up to 170 MPa (@porosity: 15 %), 110 MPa (@porosity: 31 %), compared to 80 MPa (@porosity: 26 %) for pristine titanium manganese oxide ceramics. We evaluated the performances of our ceramics as air-floating module for OLED flexible display manufacturing devices.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 1990.10a
• /
• pp.41-46
• /
• 1990

본 논문은 다공관의 바깥쪽 공간을 칸막이로 분할한 형태의 칸막이형 소음 기에 관하여 연구한 것이다. 일차원 해석을 통하여 각 요소의 전달 행렬을 구하여 소음 성능을 계산하고 격판의 위치, 유공률(porosity)등을 변화시키면 서 소음기의 성능을 실험하여 계산결과와 비교한 후 결론을 내렸다.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.10 no.3
• /
• pp.195-203
• /
• 2022

In this paper, the effects of the bottom ash aggregate sizes and compaction levels on the thermal conductivity of porous concrete were investigated. In this experimental study, bottom ash was used as aggregates after identifying the aggregate characteristics. SA mixtures included hybrid aggregates, and DA contained only one particle size. The water-binder ratio was fixed at 0.30, and the compaction levels were applied to the concrete specimens at 0.5, 1.5, and 3.0 MPa. Unit weight, total void ratio, and thermal conductivity were measured and analyzed. As the compaction level increased, the unit weight and thermal conductivity increased in the SA mixtures, but the total void ratio decreased. In addition, the thermal conductivity of the specimens under oven-dried condition were lower than that of the specimens under air-dried condition. The correlation between the unit weight, total porosity, and thermal conductivity of porous concrete was analyzed. The thermal conductivity-unit weight correlation was proportional, while the thermal conductivity-total void ratio correlation was inversely proportional.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 2005.04a
• /
• pp.312-315
• /
• 2005

Visual MODFLOW 프로그램 내 MT3D 패키지를 이용하여 다공 추적자 시험 해석 모델을 제시하였으며, 개념모델을 설정하여 추적자 해석 모델 모사 시 입력상수인 수리전도도(K), 비산출률$(S_y)$, 유효공극률$(n_e)$, 종분산지수$({\alpha}_L)$ 및 횡분산지수$({\alpha}_T)$ 등에 따른 민감도를 분석하였다. 또한, 이를 이용하여 부산과 이천지역의 현장 추적자 시험 자료를 해석하였다. 민감도 분석 결과, 유효공극률과 종분산지수의 민감도가 가장 크게 나타났으며, 비산출률의 민감도가 가장 작게 나타났다. 유효공극률은 관측정에서 측정되는 추적자의 최고농도를 결정하는 인자이며, 종분산지수는 추적자 최고농도가 되는 경과시간과 관계가 깊은 것으로 나타났다. 재순환 추적자 시험 해석 모델을 적용한 부산지역의 경우 유효공극률은 0.15, 종분산지수는 5m인 것으로 모사되었으며, 수렴 흐름 추적자 시험 해석 모델을 적용한 이천지역의 경우 유효공극률은 0.01, 종분산지수는 13m로 산정되었다.

• Journal of Korean Society of Environmental Engineers
• /
• v.22 no.10
• /
• pp.1843-1850
• /
• 2000

Sound absorption coefficient for the absorptive panels comprized of a perforated plate. an absorbent material and an air gap was measured and compared with theoretical value. The absorptive panels are composed of three basic combinations (a perforated plate + an air gap + an absorbent material. a perforated plate + an absorbent material, a perforated plate + an absorbent material + an air gap). As a result. it is found that the sound absorption for low frequency range is strongly affected by the resonance produced by perforated plate and air gap. And the sound absorption for high frequency depends on the porosity of perforated plate.

• Journal of the Korean Ceramic Society
• /
• v.39 no.12
• /
• pp.1183-1189
• /
• 2002

In order to develope the porous alumina ceramics with high strength, the pore characteristics and compressive strength were investigated in terms of relation to the conditions of spark-plasma sintering and the contents of graphite as a pore precursor. Porous alumina bodies were successfully prepared by spark-plasma sintering and burning out graphite in air. High porous bodies were fabricated by sintering at 1000${\circ}C$ for 3 min under a pressure of 30 MPa, heating rate of 80${\circ}C$/min and on-off pulse type of 12:2. For example, alumina bodies prepared by the addition of 10∼30 vol% graphite showed high porosity of 50∼57%. Also, the open porosity increased with graphite content. The relationship between pore characteristics and graphite contents could be explained by percolation model depending on cluster number and size. Porous alumina bodies prepared by the addition of 10∼30 vol% graphite showed the high compressive strength of 55∼200 MPa. This great improvement in strength was considered to be mainly due to the spark-plasma discharges and the self-heating action between particles.

• Journal of the Korea Concrete Institute
• /
• v.13 no.3
• /
• pp.268-276
• /
• 2001

A numerical model for the thermal response analysis of concrete structures is suggested. The model includes the stress-strain relationship, constitutive relationship, and multiaxial failure criteria at elevated temperature conditions. Modified Saenz's model was used to describe the stress-strain relationship at high temperatures. Concrete subjected to elevated temperatures undergoes rapid strain increase and dimensional instability. In order to explain those changes in mechanical properties, a constitutive model of concrete subjected to elevated temperature is proposed. The model consists of four strain components; free thermal creep strain, stress-induced (mechanical) strain, thermal creep strain, and transient strain due to moisture effects. The failure model employs modified Drucker-Prager model in order to describe the temperature dependent multiaxial failure criteria. Some numerical analyses are performed and compared with the experimental results to verify the proposed model. According to the comparison, the suggested material model gives reliable analytical results.

• Proceedings of the Korean Institute of Surface Engineering Conference
• /
• 2015.11a
• /
• pp.250-250
• /
• 2015

사람의 후각으로 감지할 수 없는 독성, 폭발성 가스로 인한 사고 발생률이 높아지면서 고감도의 가스 센서 필요성이 증가 되고 있다. 본 연구에서는 안정적인 가스 감지를 위해 물리기상증착의 다양한 공정 조건을 변화시켜 다공성 나노구조의 $SnO_2$ 가스 검지 전극층을 제작하였다. SEM 분석을 통하여 $SnO_2$ 가스 검지층이 다공성 나노 구조를 지님을 확인하였고, TEM 분석을 통하여 $SnO_2$ 입자간의 안정적인 접합을 확인하였다. 또한 다공성 나노 구조의 $SnO_2$를 가스 검지층으로 사용하여 가스센서를 제작하였고, 가스 농도에 따른 감도 변화를 확인 할 수 있었다.