• 대한기계학회논문집A
• /
• 제27권4호
• /
• pp.544-550
• /
• 2003

The contact analyses of arbitrary shaped spatial bodies are important in the study of multi-body dynamics. This paper presents a method fur calculating contact force between bodies in space. At each integration time step, the proposed method finds potential contact points on bodies and then calculates the penetration, the velocity of penetration, and the contact force. A continuous analysis method is adopted to calculate the contact force. To get contact points accurately on their outlines, a new algorithm is developed. The proposed algorithm is tested and compared the results of DADS. As applications, the contact of two steel balls, spatial pendulums, and the problem of a ball and bat are demonstrated.

• 한국군사과학기술학회지
• /
• 제3권2호
• /
• pp.35-41
• /
• 2000

A modified theoretical analysis of the ballistic perforation on the double and multi-layered armour plates using an upper bound method has been presented in this paper. A modified model based on the suggestion of the Awerbuch-bodner model has been adapted and extended into double and multi-layered armour plates when the plugging type of penetration has been occurred. The residual projectile speed, ballistic limit velocity and contact time during the penetration process have been derived from the equation of motion at each stage.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2001년도 봄 학술발표회 논문집
• /
• pp.477-484
• /
• 2001

In this paper shows the evaluation of the liquefaction potential of soils using in situ test. There are different types of in situ test used in the evaluation the liquefaction potential. In the particular study the Standard penetration test(SPT), Cone penetration test(CPT), ad Seismic cone penetration test (SCPT) were used. The SPT N value has been used all over for a very long time. The evaluation of the liquefaction of soil was preformed using the worldwide renowned CPT and SCPT. Shake 91 program was used to evaluate the results obtained by different in situ test and were later analyzed.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2001년도 추계학술대회논문집A
• /
• pp.573-578
• /
• 2001

This paper presents a method for calculating contact force of any shaped rigid bodies on plane. At each integration time step, the proposed method finds expected contact point on their outlines and then calculates penetration and contact force. This paper is using the continuous analysis method to calculate contact force. To get the accurate expected contact point on their outlines, a new algorithm is developed. Through the comparison with DADS, the accuracy of the proposed algorithm is proved.

• 한국분무공학회지
• /
• 제10권1호
• /
• pp.35-42
• /
• 2005

The present study has numerically and experimentally investigated the spray behavior of liquid jet injected in subsonic cross-flow. The corresponding spray characteristics are correlated with jet operating parameters. The spray dynamics are known to be distinctly different in the three regimes: the column, the ligament and the droplet regimes. The behaviors of column, penetration and breakup of liquid jet have been studied. Numerical and physical models are base on a modified KIVA code. The primary atomization is represented by a wave model base on the KH(Kelvin-Helmholtz) instability that is generated by a high interface relative velocity between the liquid and gas flows. In odor to capture the spray trajectory, CCD camera has been utilized. Numerical and experimental results indicate that the breakup point is delayed by increasing gas momentum ratio and the penetration decreases by increasing Weber number.

• 한국해안해양공학회지
• /
• 제15권2호
• /
• pp.71-79
• /
• 2003

본 논문에서는 염소이온 침투해석에 사용되는 염소이온 확산계수. 염소이온 고정화 관계식, 증발가능 수량에 대한 일반 예측식들을 제시하였다. 이러한 식들을 염소이온 확산 모델링에 대입하여 그 식들의 유효성을 검토하였다. 상대습도와 양생온도의 염소이온 확산에 대한 영향은 주로 확산계수를 변화시켜 고려한다. 상대습도가 증가하면 염소이온 확산깊이는 증가하고 재령이 경과할수록 상대습도가 확산깊이에 미치는 영향은 커진다. 반면에, 양생온도가 증가하면 확산깊이가 조금 증가하지만 재령이 경과할수록 양생온도가 확산깊이에 미치는 영향은 감소한다. 한편, 염소이온의 고정화에 영향을 미치는 시멘트의 $C_3$A양이 증가하면 표면에서는 고정염소이온의 증가로 인해 전체 염소이온량이 증가하지만 깊이가 깊어질수록 확산되는 자유염소이온의 감소로 인해 전체 염소이온량이 감소한다. 물-시멘트비가 감소하면 염소이온의 확산깊이는 급격히 감소하고 염소이온의 확산을 막는 가장 효과적인 방법은 물-시멘트비를 감소시키는 것임을 알 수 있다

• Computers and Concrete
• /
• 제5권6호
• /
• pp.509-524
• /
• 2008

Containment structures not only are leak-tight barriers, but also may be subjected to impacts caused by tornado-generated projectiles, aircraft crashes or the fragments of missile warhead. This paper presents the results of an experimental study of the impact resistance of steel fiber-reinforced concrete against 45 g projectiles at velocity around 2500 m/s. An explosively formed projectile (EFP) was designed to generate an equivalent missile fragment. The formation and velocity of EFP are measured by flash x-ray. A switch made of double-layered thin copper sheets controlled the exposure time of each flash x-ray. The influence of the fiber volume fraction on the crater diameter of concrete slab and the residual velocity of the projectile were studied. The residual velocity of the projectile decreased as the fiber volume fractions increased. In this work, the residual velocity of the projectile was to 44% that of plain concrete when the fiber volume fraction exceeded 1.5%. Based on the present finding, steel fiber reinforced concrete with the fiber volume fraction exceeding 1.5% appear to be more efficient in protection against high velocity fragment impact.

• 한국항공우주학회지
• /
• 제50권7호
• /
• pp.465-470
• /
• 2022

본 논문은 알루미늄 6061의 고속 충격 해석과 고속 충격 시험 결과를 비교 검증하여 금속 재료의 고속 충격에 의한 거동 특성을 연구하였다. 고속 충격 해석을 위해 만능재료시험기를 이용한 준정적 시험과 Hopkinson bar를 이용한 동적 시험을 통해 Huh-Kang 모델과 Johnson-Cook 파손 모델의 계수를 구했다. LS-DYNA 프로그램 해석을 이용하여 관통 속도와 형상을 결과로 예측했고 고속 충격 시험기를 이용한 시험 결과와 비교하였다. 이를 바탕으로 항공기 가스터빈 엔진 블레이드 컨테인먼트 평가 연구에 적용하고자 한다.

• 한국지반공학회논문집
• /
• 제20권6호
• /
• pp.95-107
• /
• 2004

슬러리 쉴드 터널에서 슬러리 침투의 유동학적 특성은 막장안정성 측면에서 중요하다. 특히, 슬러리의 침투는 막장 안정성에 큰 영향을 미치며, 본 연구에서 이런 유동학적 특성을 파악하기 위하여 흙-필터의 폐색이론을 적용하였다. 터널시공 도중 슬러리 폐색의 지표로 필터계수를 사용하였으며, 실내실험을 통해 이의 적용성을 규명하였다. 실내실험의 결과를 바탕으로 한 안정해석 결과, 막장안정성은 침투속도와 필터계수의 비율에 영향을 받음을 알 수 있었다. 또한, 슬러리의 침투깊이는 침투속도와 필터계수의 비율과 함께 증가하는 경향을 보였다. 막장안정성은 침투거리가 증가하면 감소하는 경향을 보였으며, 침투거 리를 줄이기 위하여 슬러리에 첨가제를 첨가하였다. 실험에 근거한 분석결과 첨가제가 필요한 한계 유효입경$(D_{10})$은 약 0.75mm임을 알 수 있었다. 슬러리 침투로 인한 막장 안정성은 터널공사시의 굴진속도에도 크게 영향을 받음을 알 수 있었다.

• 한국분무공학회지
• /
• 제14권1호
• /
• pp.20-27
• /
• 2009

In the present work, effects of spray characteristics (droplet size and velocity) on the temperature variation of a heated porous plate (Melamine foam) have been investigated through a series of experiments. Based on the measured data, time required to cool down the hot porous material turned out to be shorten by doing with the smaller droplet size and/or smaller impinging velocity. In particular, the droplet size effect is more prominent than the impinging velocity. The cooling performance in the porous material is directly proportional to the penetration velocity.