• Proceedings of the Materials Research Society of Korea Conference
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• 2011.05a
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• pp.22.1-22.1
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• 2011

산업의 발달과 더불어 수송기기를 포함한 각종 구조물의 경량화에 따라 피로파괴에 대한 관심이 높아지고 있다. 과거에는 피로균열생성과 피로균열전파를 구분하지 않는 S-N (stress-cycles to failure) 피로 개념을 이용하여 구조재의 피로 거동을 이해하고자 하였다. 그러나 최근에는 모든 구조물에는 균열이 존재한다는 가정에서 시작된 파괴역학(fracture mechanics)에 기초한 피로균열성장 개념을 이용하여 피로에 대한 저항성이 큰 구조재를 개발하고 있으며, 구조물의 피로수명을 예측하고 있다. 본 발표에서는 미세조직, 인장특성, 용접이나 부식 환경 등이 금속의 피로 및 피로균열성장(fatigue crack propagation)에 미치는 영향에 대한 논하고자 한다.

• Proceedings of the Korean Fiber Society Conference
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• 1998.04a
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• pp.71-75
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• 1998

Segmented block copolymer인 polyurethane은 열역학적으로 불친화성을 갖는 두 segment unit (Hard segment unit과 Soft segment unit)에 의해 미세 상분리 현상이 나타나며 그 결과 hard-segment-rich hard domain과 soft-segment-rich soft matrix 구조를 갖는다. 상온보다 높은 유리전이온도를 갖는 hard segment와 낮은 유리전이온도를 갖는 soft segment의 특성으로 인해 polyurethane은 열가소성 탄성체의 성질을 갖으며 두 성분의 조성비에 따라 넓은 범위의 역학적인 성질을 나타낸다.(중략)

• Proceedings of the Korean Journal of Food and Nutrition Conference
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• 2004.07a
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• pp.31-37
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• 2004

Eicosapentaenoic acid (EPA, 20：S n-3) 및 docosahexaenoic acid (DHA, 22：6n-3)는 수산식품에 특징적으로 다량 함유되어 있는 대표적인 e3 지방산이다. 이들 지방산은 해양생물의 기초생산자인 해양미세조류로부터 생산되고 이들은 먹이연쇄에 의하여 소형, 대형 해양생물을 거쳐 최종적으로는 인간에 의하여 섭취된다. N-3 지방산에 관한 연구는 최초 어유에 대한 역학조사(Dyerberg and Bang, 1978; Bang et al., 1980; Hirai et al., 1980)가 계기가 되어, 오늘날 오메가-3지방산의 다양한 생리작용이 밝혀지게 되었다. (중략)

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.106-106
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• 2004

보일러에서 연소된 후 배출된 가스는 탈황목적으로 설치된 흡수탑 내에 유입되어 Slurry Spray Nozzle에서 분사된 Limestone Slurry에 의해 배기가스중의 SO$_2$를 흡수한 다음 반응조로 떨어지게 되지만 분사된 액적의 일부는 배기가스의 압력에 의하여 같은 유동 방향으로 미세한 Mist의 형태로 배기가스와 함께 흡수탑의 Outlet Duct를 통해 빠져나간다. 이 Mist(액적크기 40 $\mu\textrm{m}$이하)에는 고형 성분이 함유되어 있는데 보통 Chloride농도가 높아 탈황설비 후단 (duct, GGH, Stack)에 plugging, 부식 등의 문제를 유발하므로 Spray Header상부에서 Mist Eliminator를 설치하여 Mist를 제거하도록 한다.(중략)

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2002.11a
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• pp.296-297
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• 2002

입자상 오염물질은 공기역학적 직경 2.5$\mu\textrm{m}$를 기준으로 미세입자와 거대입자로 나누어지는 쌍극분포의 형태(Whitby et at., 1972)를 나타내며, 분진이 인체에 미치는 영향에 관한 많은 연구를 통해 10$\mu\textrm{m}$ 이하의 입자가 호흡성 분진으로 인체에 더 유해한 영향을 미치고 있음이 밝혀졌다(Emison, 1988). 이러한 특징은 동일 질량의 분진을 가정할 때 입자의 직결이 작아질수록 저감효율이 떨어지며, 분진의 표면적이 커져 중금속이나 가스상 오염물질의 흡착이 상대적으로 용이해지기 때문이다(Saffiotti, 1965). (중략)

• Proceedings of the Korean Institute of Building Construction Conference
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• 2023.11a
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• pp.93-94
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• 2023

This study evaluated the mechanical properties and microstructure of calcium silicate cement based paste according to carbonation curing conditions. As a result, both compressive strength and carbonation depth increased with the carbonation curing period.

• Journal of Adhesion and Interface
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• v.11 no.4
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• pp.149-154
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• 2010

Interfacial evaluation was investigated for single-carbon fiber/phenolic and carbon nanotube (CNT)-phenolic composites by micromechanical technique and electrical resistance measurement combined with wettability test. Compressive strength of pure phenol and CNT-phenolic composites were compared using Broutman specimen. The contact resistance of CNT-phenolic composites was obtained using a gradient specimen by two and four-point methods. Surface energies and wettability by dynamic contact angle measurement were measured using Wilhelmy plate technique. Since hydrophobic domains are formed as heterogeneous microstructure of CNT in the surface, the dynamic contact angle exhibited more than $90^{\circ}$. CNT-phenolic composites exhibited a higher apparent modulus than neat phenolic case due to better stress transferring effect. Work of adhesion, $W_a$ between single-carbon fiber and CNT-phenolic composites exhibited higher than neat phenolic resin due to the enhanced viscosity by CNT addition. It was consistent with micro-failure patterns in microdroplet test.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.2
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• pp.173-180
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• 2005

Metakaolin is a cementitious material for producing high-strength concrete. This material is now used as substitute for silica-fume. In this paper, we did the mechanical and durability test such as compressive/tensile/flexural strength test, chloride ion diffusion, chemical attack and repeated freezing and thawing, carbonation test. In the mechanical tests, 10~15% for binder is optimum substitute rate. And, in the chloride ion diffusion test, according to the increase of substitute of metakaolin & silica-fume for binder, the diffusion coefficient was more reduced. In the chemical attack test, by the filler effect of fine powder such metakaolin and silica-fume, the resistance is more excellent than normal concrete. In the other durability test, the concrete using metakaolin also compared with those of silica-fume substitute concrete. Through these tests, we recognized that metakaolin can be used as a substitute for silica-fume.

• Composites Research
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• v.23 no.4
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• pp.35-43
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• 2010

The purpose of this paper is to develop a Hybrid Fiber-reinforced High Strength Lightweight Cementitious Composite (HFSLCC) incorporated with lightweight filler and hybrid fibers for lightness and high ductility. Optimal ingredients and mixture proportion were determined on the basis of the micromechanical analysis and the steady-state cracking theory considering the fracture characteristics of matrix and the interfacial properties between fibers and matrix. Then 4 mixture proportions were determined according to the type and amount of fibers and the experiment was performed to evaluate the mechanical performance of those. The HFSLCC showed 3% of tensile strain, 4.2MPa of ultimate tensile stress, 57MPa of compressive strength and $1,660kg/m^3$ of bulk density. The mechanical performance of HFSLCC incorporated with PVA fibers of 1.0 Vol.% and PE fibers of 0.5 Vol.% is similar to those of the HFSLCC incorporated with fibers of 2.0 Vol.%.

• Journal of the Korean Geotechnical Society
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• v.27 no.9
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• pp.47-53
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• 2011

Marine dredged soils taken from navigation channels or construction sites of coastal area usually have a lot of salt in pores of clayey soils. This paper investigates effect of salt on mechanical characteristics of non-salt and salt-rich stabilized dredged soil. The stabilized dredged soil (SDS) consisted of dredged soil and cement. Several pairs of SDS with non-salt and salt-rich dredged soils, noted as N-SDS and S-SDS, respectively, were prepared to compare their strengths and compressibility characteristics. The microstructures, strength and compressibility characteristics of N-SDS and S-SDS specimens at 7 and 28 days of curing time were evaluated using scanning electronic microscope (SEM), unconfined compression test, and oedometer test. It was found that salt concentration of clayey soil affected not only the formation of soil structure but also the strength development of mixture. The compression index and swelling index of S-SDS were also greater than those of N-SDS, which indicated that the compressibility of mixture increased due to salt concentration. Salinity in clayey soil had a negative effect on the strength development and compressibility characteristics of stabilized dredged soils.