The purpose of this study was to shed light on Sofa Bang Jeong- hwan's 33-year life, his educational thought on child physical education and the implications of his thought for modern child physical education. Bang Jeong-hwan longed for children to be str

Ni-36at.%Al을 함유하는 나도 결정립의 NiAl 합금이 기계적 합금화법에 의해 제조되었다. 제조된 분말은 방전 플라즈마 소결법에 의해 만들어졌다. 상변테에 영향을 주는 인자는 냉각속도와 열처리 시간의 조건으로 논의되었다. 소결체의 상변태 거동은 시차 열분석(DSC)과 X-선 회절(XRD) 분석법에 의해 조사되었다. 미세구조는 주사전자현미경(SEM)으로 관찰되었다. 마르텐사이트 격사상수와 체적 분율은 X-선 회절분석법 중 직접비교법에 의해 계산되었다.

In this study, a field study was conducted to investigate the relationship between high-resolution remote images and the volumetric moisture, and the number of compaction. Changes in the shape of the surface and soil moisture content were observed and correlated with the number of compactions using roller equipment. As the compaction is repeated, the surface is flattened and the terrain curvature decreases and converges to zero. In particular, the tangential curvature changes as the number of compactions increase. Due to soil compaction, the vegetation index changed from a positive to a negative value, and most of the test site area was homogenized with a negative index. This suggests a decrease in porosity and an increase in volumetric water content associated with increasing soil compaction. Soil moisture, measured using a frequency domain reflectometry(FDR) sensor, tends to increase proportionately with the number of vibration compactions, but the correlation between the number of compactions and soil moisture is unclear. This study suggests that while it is necessary to consider the reproducibility of the experiments performed, the compaction quality of the soil can be evaluated using high-resolution terrain factors and soil moisture.

본 연구에서 광촉매 종류 및 혼입율에 따른 역학적 특성 및 질소산화물 제거 특성을 평가하였고 보다 경제적이고 효율적인 광촉매 콘크리트 제조를 위해 분할 타설하는 방법에 대해 검토하였다. 그 결과 광촉매 혼입률이 5%일 때 가장 높은 압축강도와 탄성계수가 측정되었다. 광촉매 반응에 의한 질소산화물 제거 성능평가 결과 광촉매 혼입률이 증가함에 따라 질소산화물 제거율이 증가하였다. 이때 광촉매 P-25의 질소산화물 제거성능은 NP-A보다 우수하였다. 경제성을 고려하여 콘크리트 표면의 일정 두께를 광촉매 콘크리트로 타설하는 분할 타설 방안을 제안하였고, 이때의 일체화 성능을 평가하였다. 그 결과 역학적 성능 및 내구성능이 Plain에 비해 동등 이상으로 나타나 일체화 거동을 만족하는 것으로 판단된다.

이 연구는 고성능 섬유보강 복합체(HPFRCC)의 전자파 차폐성능을 향상시키기 위한 목적으로 전기전도도, 전자파 차폐능, 역학적 강도를 조사하였다. 강섬유, 제강슬래그 미분말, 카본블랙이 전도성재료소 HPFRCC 배합에 첨가되었다. 또한, MWCNT를 수 분산 시켜 제조된 2% wt. CNT 용액을 사용하였다. 실험 결과, HPFRCC의 전기전도도는 1% 카본블랙이 첨가된 시편을 제외하고는 매우 낮은 특성을 보였다. 시멘트 매트릭스의 미세구조는 시간에 따라 변하였고, 그로 인해 HPFRCC의 전기전도성 네트워크에 부정적인 영향을 끼쳤다. 0.083 S/cm의 전도도를 갖는 HC1 시편의 경우, 수분에 의한 효과를 배제하기 위하여 72시간 60도에서 건조 양생한 후에 측정한 전기전도도가 0.0003 S/cm로 상당히 감소하였다. 전자파 차폐 성능에 가장 중요한 인자는 강섬유인 것으로 나타났으며, 반면 카본블랙과 제강슬래그 미분말의 효과는 미미하였다. 전기전도도와 전자파 차폐능의 상관관계는 이 연구에서는 뚜렸한 경향성을 나타내지는 않았다.

In the military and civil area a long-span temporary bridge for rapid construction is recently in demand. In this study the current state of technology and market is investigated as part of the planning research. The results show that the existing temporary bridges consist mainly of about 20m long span, and it takes 6 to 8 weeks to complete the construction. For an emergency restoration project in a short period a long-span temporary bridge for rapid construction requires the high-performance materials and the latest construction technology

Structural behavior of blast-resistant door composed with steel plate and inner con’c core was analyzed according to composite and non-composite condition. The results showed that maximum and permanent deflection decrease in the case of composite condition. And as the impact on blast-resistant door increases and radical deformation occurs, there is not much difference in the deflection of the door.

In this study the design sensitivity of blast-resistant door composed with steel plate and inner RC core was analyzed according to increased steel ratio of plate and rebar. The results showed that compressive failure of inner concrete decreased rapidly in the case of specific steel ratio, and that the overall structural performance such as deflection did not changed substantially.

The purpose of this study is to evaluate the validity of design criteria for the SCP module specified in KEPIC-SNG. The structural performance of the compression members for the SCP module joint types was measured and the characteristics of the compression members were analyzed. As a result, For all specimens, the maximum load exceeded the ultimate strength.

이 논문은 압축강도 수준(100, 140, 180 MPa급)에 따른 HPFRCC의 동적충격 인장강도를 평가하였다. 먼저 100, 140, 180 MPa급 HPFRCC의 압축응력-변형률 관계를 분석한 결과 압축강도는 각각 112, 150, 202 MPa로 나타났으며, 압축강도가 높아짐에 따라 탄성계수도 증가하는 경향을 나타내었다. 100, 140, 180 MPa급 HPFRCC의 정적 인장강도는 각각 10.7, 11.5, 16.5 MPa로 나타났으며, 압축강도가 높아질 수록 인장강도도 증가하는 경향을 나타내었다. 반면 100 및 140 MPa급 HPFRCC에서의 인장강도 및 에너지 흡수능력은 압축강도 수준에 따라 큰 차이를 보이지 않았다. 이는 시험체의 규격 및 강섬유의 배열에 영향을 받은 것으로 판단된다. HPFRCC의 동적충격 인장강도를 평가한 결과, 변형률 속도가 10-1/s에서 150/s로 증가할수록 모든 HPFRCC의 인장강도와 동적증가계수는 증가하는 경향을 보였다. 한편 동일한 범위의 변형률 속도에서 HPFRCC의 압축강도가 낮을수록 인장강도에 대한 DIF가 높게 측정되어 효율적인 측면에서는 100 MPa급 HPFRCC가 가장 우수한 것으로 나타났다. 따라서 높은 수준의 인장성능이 요구되는 경우 높은 압축강도를 가지는 HPFRCC를 사용하는 것이 유리하며, 폭발과 같은 고속변형률 속도에서 보다 효율적인 접근을 위해서는 목표 압축강도에 근접한 HPFRCC를 사용하는 것이 바람직한 것으로 판단된다.

The purpose of this study is to evaluate the flexural performance of the SCP module fabricated using 40 MPa high-filling concrete and to verify the design flexural load presented in the INCA guidance of DNV. As a result, the maximum flexural load of the SCP module obtained through the structural test was 872 kN, the design flexural load and ultimate load were satisfied.

In this study, the explosion resistance on the normal strength concrete and HPFRCC structure members were evaluated. As a result of TNT ignition test, blow out occurred in normal strength concrete structure member, but HPFRCC structure member only cracked slightly. The structure member with 180 MPa HPFRCC has excellent resistance against explosive load. Therefore, HPFRCC is considered to be applicable to national main facilities and major military facilities.

Blast-resistant doors are installed to protect human life, precious equipments and materials in the plant and other similar industrial facilities, national important SOC, evacuation facilities and military shelter. In this study structural behavior according to the boundary condition is analyzed. For the simulation the FE program LS-DYNA is used. Anaylsis results will be used to design blast-resistant door in detail.

Blast-resistant doors are installed to protect human life, precious equipments and materials in the plant and other similar industrial facilities, national important SOC, evacuation facilities and military shelter. In this study structural type and design consideration for blast-resistant doors are reviewed to design a bullet- and blastproof structures including doors.

The purpose of this study was to examine the effects of long-term endurance exercise and Salvia miltiorrhiza vinegar on body composition and insulin resistance of high-fat diet (30% carbohydrate, 50% fat and 20% protein) induced obese rats. After 8 weeks of high fat diet (50% of total calories), rats were divided into 4 groups (sedentary group, n=10; exercise group, n=10; Salvia miltiorrhiza vinegar group, n=10; exercise+Salvia miltiorrhiza vinegar group, n=10) for 8 weeks. Body weight, body composition, diet intake volume, oral glucose tolerance test, plasma total cholesterol were measured. The results showed that Salvia miltiorrhiza vinegar plus endurance exercise training for 8 weeks significantly improved body weight control, visceral fat weight, and insulin resistance. However, only Salvia miltiorrhiza vinegar treatment did not significantly improve body composition and insulin resistance. In addition, there was no additive by the combination of Salvia miltiorrhiza vinegar and endurance exercise in insulin, body fat, and total cholesterol. The reduction of body fat, glucose, insulin and cholesterol by combination was resulted from the exercise. These results suggest that Salvia miltiorrhiza vinegar has slight effect on anti-hyperglycemia and anti-obesity.

In this study, We evaluated the flexural behavior of high performance fiber reinforced cementitious composite (HPFRCC) with single steel fibers. to do this, we considered different types of steel fibers such as hooked, twisted and straight fibers. Test results indicated the flexural performance tends to increase as the incorporation rate of steel fiber increases and when the length of the fiber is long and at the high volume fractions(vf of 2.0) the flexural high performance was reduced.