• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.166-173
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• 1997

The present problem of this country building market in the face of 3D, in addition to a rise in construction cost, materials problems and opening a building market to foreign countries, is finding the efficient ways of overcoming these problems. So the efficacy of form work in technical improvement becomes important through scientific methods of the design and construction as advancement in th study of strength for Permanent form mortar is possible. According to the increment of polymer-cement ration, the degree of bending strength and compressive strength and impact strength increases. The optimum volume content of glass fiber seemed to be about 2.5% considering the distribution of glass fiber, workability and economy.

• 콘크리트학회논문집
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• 제12권5호
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• pp.131-139
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• 2000

Porous Concrete usually contains large amount of voids(about 10∼20%) after compaction so that it has relatively high permeability. It has been introduced in domestic since early 1980's but it has problems such as lack of optimized mixture, low strength and durability, and other defects, etc. The purpose of this study is to manufacture high-performance porous concrete using polymer to enhance the mechanical properties. The results of this study are as follows; the compressive strength range 12 92∼207kgf/㎠, the tensile strength range is 14∼28kgf/㎠, the bending stength range is 42∼73kgf/㎠, and the coefficient permeability range is 5.77×10-2∼6.79×10-1cm/sec. To develope high-performance porous concrete. further studies are needed on optimum mixture of fineness modulus and admixture.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2000년도 학술발표회 발표논문집
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• pp.278-283
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• 2000

This study is performed to evaluate the strength and permeable properties of soil-concrete. The results show that the highest compressive strength and bending strength of soil-concrete is achieved by 20% gravel, 20% excellent soil compound and 0.1% polypropylene fiber filled soil concrete. The coefficient of permeability is decreased with increase of the content of gravel and excellent soil compound, and increased with increase of the content of polypropylene fiber. Accordingly, soil concrete with polypropylene fiber will be improve the physical and mechanical properties of concrete.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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• pp.319-323
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• 1999

This study is performed to evaluate the physical and mechanical properties and acid-resistance of oyster shell concrete. The result shows that the unit weights of concrete with oyster shell are decreased by 1∼2% than that of the normla cement concrete. The highest strength is achieved by 2.5% oyster shell filled oyster shell concrete, it is increased compressive strength by 4% , tensile strength by 6% and bending strength by7% than that of the normal cement concrete, respectively . The acid-resistanceis increased with increase of the content of oyster shell. It is 1.6 times of the normal cement concrete by 15% oyster shell filled oyster shell concrete. Accordingly, oyster shell concrete will improve the properties of concrete.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2000년도 학술발표회 발표논문집
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• pp.272-277
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• 2000

This study is performed to evaluate the engineering properties of permeable polymer concrete with blast furnace slag and fly ash. The following conclusions are drawn; 1. The highest strength is achieved by 50% filled blast furnace slag powder and fly ash permeable polymer concrete, it is increased 36% by compressive strength, 119% by tensile strength and 217% by bending strength than that of the normal cement concrete, respectively. 2. The ultrasonic pulse velocity is in the range of 2,022 ∼ 2,139m/s. The highest pulse velocity is showed by 50% filled blast furnace slag powder and fly ash permeable polymer concrete. 3. The water permeability is in the range of 4.612∼5.913$\ell$/$\textrm{cm}^2$/h, and it is largely dependent upon the mix design.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.483-491
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• 1997

The purpose of this study id to define the behavior of the girder ledge of precast girder-beam joint in Frame Type Precast Concrete Construction Method. And in behavior, girder ledge is different with bracket, because of longitudinal effective width and longitudinal bending. specif c objectives of this study are followed: $\circled1$ To investigate the effects of concrete compressive strength on the maximum shear strength of girder ledge, $\circled2$ To investigate the effects of the shear-span ratio and effective area on behavior of girder ledge, $\circled3$ To investigate the effects of the types of reinforcement on behavior and maximum shear strength of girder ledge, $\circled4$ To study the applicable possibility of the suggested shear friction formulas to estimating the shear strength of girder ledge.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2000년도 하계학술대회 논문집 C
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• pp.1530-1532
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• 2000

The properties of FRP usually depends on the fabricating method. The fiber orientation of FRP is also depends on the fabricating method. The fiber orientation in FRP has a great effect on the strength of FRP because the strength of FRP mainly depends on the strength of fiber. In this study. compressive and bending strength of FRP rods were investigated. Inner part of FRP was made unidirectionally by pultrusion method and outer part of FRP was made by wrapping method. The size effect was also investigated with pultruded FRP rods.

• 한국건축시공학회지
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• 제15권5호
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• pp.465-471
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• 2015

철근콘크리트 기둥에서 횡 보강근의 시공성 및 구속효과를 향상시키기 위하여 본 연구에서는 내부 크로스타이의 대체로서 V형 띠철근의 배근방법을 제시하였다. 제시된 V형 띠철근의 부착응력-미끄러짐 관계를 파악하기 위하여 콘크리트 강도 및 V형 띠철근의 절곡각도와 묻힘길이를 주요변수로 35개의 직접인발 실험체를 제작하였다. V형 띠철근의 부착강도는 절곡각도가 $60^{\circ}$ 이하에서 CEB-FIP 기준 식보다 높게 있었다. V형 띠철근의 시공성 및 부착거동을 고려하면, V형 띠철근의 최적 절곡각도 및 묻힘길이는 각각 $45^{\circ}$와 $6d_b$ 이상으로 제시될 수 있었는데, 여기서 $d_b$는 띠철근 직경이다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.777-784
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• 1997

This paper is fundamental study to develop ceiling materials, using the properties of Zeolite, stone dust and sludge for the purpose of prevention of environmental pollution and reuse of industrial wastes. According to latin square method, We estimated to the significant level ad optimum level for a significant factor, and investigated to the significant degree to extend each factor for required capacity. Thus, we investigated for required capacity in ceiling material such as, compressive and bending strength, absorptivity and thermal conductivity.

• 한국항공우주학회지
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• 제32권8호
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• pp.82-90
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• 2004

등방성의 2차원 단위 셀 형상을 지닌 세 종류의 심재-삼각형 심재, 육각형 심재와 starcell 심재-에 대하여 샌드위치 구조물 내에서의 응용과 관련된 기계적 특성을 연구하였다. 세 종류의 심재에 대하여 축 방향 Young 계수, 전단 계수를 계산하여 비교하고, 심재의 셀 벽을 압축 하중과 전단 하중을 받고 있는 판재로 가정하여 축 방향 압축 좌굴 강도와 전단 좌굴 강도를 산출하였다. 심재의 유연성을 나타내는 평면탄성계수를 비교하고 쌍축 굴곡 실험 (biaxial flexural test)을 실시하여 유연성을 측정하였다. 세 가지 심재 모두 축 방향으로 같은 강성을 가지고 있었으나, 삼각형 심재는 다른 두 종류의 심재에 비하여 낮은 강도를 나타내었고, starcell 심재는 다른 심재들에 비해 월등히 높은 유연성 을 나타내었다. 이러한 유연성은 starcell 심재가 곡면에 적용되는 샌드위치 구조물의 심재로서 응용될 수 있음을 보여주었다.