• 한국지반공학회지:지반
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• 제11권1호
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• pp.113-126
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• 1995

점성토의 변형특성을 연구하기 위하여 공진주(RC)시험과 비틀전단(75)시험을 저변형률 및 중간 변형률하에서 실시하여 변형률의 크기,진동주파수,하중반복회수의 영향을 살펴보았다. 소 성지수가 이들의 영향을 평가하는데 중요한 변수임을 알 수 있었다. 실험에 사용된 시료로는 불 교란 실트 및 점토와 실험실에서 다져진 노상토를 사용하였다. 선형한계변형률이하에서 전단탄 성계수는 하중반복회수와 변형률의 크기에 영향을 받지 않았으며, RC시험에서 얻은 최소감소비가 1.1%에서 1.7%영역에서 존재하였다. 점성토의 선형한계변형률은 구속압과 소성지수에 따라 증가하였으며 사질토와 비교하여 넘은 선형영역을 보였다. 반복한계변형률이상의 변형률하에서는 전단탄성계수는 하중반복회수에 따라 감소하였지만 감쇠비는 영향을 받지 않았다. 진동주파수의 영향에 의해 RC시험에서 얻은 점성토의 전단탄성계수와 감쇠비는 RC시험결과보다 컸다. 전단탄성계수는 진동주파수의 대수증가에 따라 선형적으로 증가하였고 감쇠비의 경우 2Hz이하의 저주파수영역에서는 영향을 받지 않았다.

• 대한조선학회지
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• 제12권2호
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• pp.3-12
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• 1975

As for two dimensional added mass coefficients for straight framed hull forms in a free surface of an ideal fluid, theoretical calculations by F.M. Lewis, vertical, K. Wendel, J.H. Hwang, and etc. are available; vertical modes of rectangular and triangle sections by Lewis, vertical, horizontal and torsional models of rectangular and triangle section by Wendel, and systematical calculations for vertical modes of single chine forms by Hwang. In this paper, employing the conformal transformation by which a unit circle and its exterior region can conformally mapped to a polygon and its exterior region, the author calculated two dimensional added inertia coefficients systematically for straight framed sections with single chine in horizontal and torsional modes of vibrations. As the results, it was found that sloping side angle is an important factor measuring the magnitude of two dimensional added inertia coefficient for a set of given values of the sectional area coefficient and the beam-draft ratio. To grasp it cleary in physical sense, pressure distributions are investigated for some typical section contours. The numerical results are presented graphically in the form of two dimensional added sectional area coefficients with beam-draft ratios and sloping side angles as parameters, so that the data may conveniently utilized for estimation of the added inertia coefficients based on a three parameter technique.

• 대한조선학회지
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• 제11권2호
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• pp.15-22
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• 1974

As for the added mass moment of inertia of ships in torsional vibration, it seems that the works by T. Kumai[1,2] are the only systematic one available currently. The work[1] is for the calculation of the two dimensional correction factors with finitely-long elliptic cylinders as the mathematic model. In this work the authors recalculated the above factors, $J_{\tau}$, with the same mathematic model and the same problem formulation, and presented the numerical results in Fig. 1. The reason why the reinvestigation was done was that in Kumai's work he obtained the solutions of the Mathieu equations, which was derived from the problem formulation for the velocity potential, under the assumption that the dummy constant q involved in the equations was always far less than unity, whereas in fact it takes values within the region of $0<q{\leq}{\infty}$ in sequence. As a result the authors found two remarkable differences in general features of $J_{\tau}$(refer to Fg.3); one that the authors' numerical results are considerably higher than the results given in [2], and the other that for a given number of node those have properties of decreasing monotonically with increase of the beam-draft ratio while these rapidly decrease from a maximum value of near at B/T=2.00 with B/T becoming greater or less than ratio. It seems that the latter trend was resulted from the fact that the assumption of $q{\ll}1$ employed in [2] was more closely satisfied in the vicinity of B/T=2.00.