• Journal of the Korean Wood Science and Technology
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• 제23권3호
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• pp.8-15
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• 1995

This analytical study was carried out to make quality and productivity up in designing the frame-type furniture with semi-rigid joint by understanding the mechanical and structural behavior of the joint and by evaluating the validity of application of the time-saving Finite Element Method to its structural analysis. Slope deflection equation for rigid joint was modified to describe the moment-rotation behavior of semi-rigid joint and the joint stiffness factor(Z) could be calculated to lessen the experimental expense. It was proved that Finite Element Analysis with imaginary elements having equivalent MOE to the semi-rigid joint could be the alternative method for the structural analysis of the frame-type furniture, comparing the internal rotation of the 2-dimensional beam-to-column model with two-pin(wooden dowel) from the finite element method with other available theoretical and experimental rotation value.

• International Journal of Safety
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• 제2권1호
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• pp.39-44
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• 2003

The present study deals with an approximate integral equation approach to finite deflection of elastic plates with arbitrary plane form. An integral formulation leads to a system of boundary integral equations involving values of deflection, slope, bending moment and transverse shear force along the edge. The basic principles of the development of boundary element technique are reviewed. A computer program for solving for stresses and deflections in a isotropic, homogeneous, linear and elastic bending plate is developed. The fundamental solution of deflection and moment is employed in this program. The deflections and moments are assumed constant within the quadrilateral element. Numerical solutions for sample problems, obtained by the direct boundary element method, are presented and results are compared with known solutions.

• 대한조선학회논문집
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• 제44권6호
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• pp.666-674
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• 2007

It is very important to estimate static squeezing pressure distributions for lining material of sterntube after bearing at dry dock stage since the maximum squeezing pressure value can be one of the significant characteristics representing coming navigation performances of the propulsion system. Moderate oil film pressure between lining material and propulsion shaft is also essential for safe ship service. In this paper, Hertz contact theory is explained to derive static squeezing pressure. Reynolds equation simplified from Navier-Stokes equation is centrally differentiated to numerically obtain dynamic oil film pressures. New shaft alignment technology of nonlinear elastic multi-support bearing elements is also used in order to obtain external forces acting on lining material of bearing. For 300K DWT class VLCC with synthetic bush of sterntube after bearing, static squeezing pressures are calculated using derived external forces and Hertz contact theory. Optimum partial slope of the after bush is presented by parametric shaft alignment analyses. Dynamic oil film pressures are comparatively evaluated for partially bored and unbored after bush. Finally it is proved that the partial slope can drastically reduce oil film pressure during engine running.

• Architectural research
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• 제8권1호
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• pp.47-56
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• 2006

In this research, the analysis of post-buckling behavior of tapered columns has been performed under a combined load of uniformly distributed axial load along the length and concentric axial load at free end by solving the nonlinear differential equation with the differential transformation technique. The buckling load at various slopes at free end of column is calculated and the results of the analysis using the differential transformation technique is verified with those of previous studies. It is also shown through the results that the buckling load of sinusoidal tapered columns is largest, the linear is second largest, and the parabolic is small in the all ranges of slopes at free end and the deflection of parabolic tapered columns in the x coordinates is largest, the sinusoidal is second largest, and the linear is smallest in the range of slope 0 to 140 degrees at free end. However, when the range of the slope is 160 to 176 degrees at the free end, the deflection of sinusoidal tapered columns in the x coordinates is largest, the linear is second largest, and the parabolic is smallest. In addition, for the linear tapered column, the buckling load increases along with the flexural stiffness ratio. Also, for the parabolic and the sinusoidal tapered column, the buckling loads increase and decrease as the flexural ratios increase in the range of flexural stiffness ratio n = 1.0 to n = 2.0. Through this research, it is verified that the differential transformation technique can be applied to solve the nonlinear differential equation problems, such as analysis of post-buckling behavior of tapered columns. It is also expected that the differential transformation technique apply to various more complicated problems in future.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1994년도 봄 학술발표회 논문집
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• pp.9-16
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• 1994

In this paper, a boundary integral equation for transient plate bending problem is proposed. Approach, using laplace transform is considered. The boundary integral equations with respect to deflection, normal slope, bending moment effective shear are presented and the effect of corner point is considered.

• 대한조선학회논문집
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• 제53권6호
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• pp.447-455
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• 2016

Precise propulsion shafting alignment of ships is very important to prevent damage of its support bearings due to excessive reaction forces caused by hull deflection, forces acted on propeller and crankshaft, and so forth. In this paper, a new iterative shafting alignment calculation procedure considering the interaction between shaft deflection and oil film pressure of Sterntube Journal Bearing (SJB) bush with single or multiple slopes is proposed. The procedure is based on a pressure analysis to evaluate distributed equivalent support stiffness of SJB by solving Reynolds equation and a deflection analysis of shafting system by a finite element method based on Timoshenko beam theory. SJB is approximated with multi-point biaxial elastic supports equally distributed to its length. Their initial stiffness values are estimated from dynamic reaction force calculated by assuming SJB as single rigid support. Then, the shaft deflection and the support stiffness of SJB are sequentially and iteratively calculated by applying a criteria on deflection variation between sequential calculation results. To demonstrate validity and applicability of the proposed procedure for optimal slope design of SJB, numerical analysis results for a shafting system are described.

• 한국지반공학회지:지반
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• 제7권4호
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• pp.75-88
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• 1991

국토의 70%가 산지인 우리나라에서는 6월에서 9월 사이의 우기에 많은 산사태가 발생하고 있 다. 이러한 산사태를 방지하기 위한 대책공법의 하나로 억지말뚝공이 사용될 수 있다. 산사태와 같 은 측방이동지반속에 억지말뚝이 일렬로 설치되어 있으면 말뚝사이의 지반은 아칭현상에 의하여 지지될 수 있다. 억지말뚝의 합리적설계 법을 확립하기 위하여 측방이동지반속의 말뚝에 작용하는측방토압산정 식을 사용하여 억지말뚝이 설치된 사면의 안정 해석법이 제안된다. 특히 이 이론식은 측압계수를 사용하므로서 간편한 형태의 식으로 정 리된다. 또한 활동면 상부 말뚝부분에 지반반력이 말뚝변위 에 비 례하여 작용한다고 가정하므로 이전 연구에서 이미 제안된 말뚝안정 해석을 위한 미분방정식 이 수정 제안된다. 마지막으로 산사태 발생이 예정되었던 우리나라 사면의 한예를 대상으로 산사태억지말뚝의 사면안정 효과가 조사된다.

• 대한조선학회논문집
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• 제29권4호
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• pp.202-213
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• 1992

선체(船體)의 횡강도(橫强度) 부재(部材)를 설계(設計)하기 위해서는 필수적(必須的)으로 횡강도(橫强度) 해석(解析)을 수반(隨伴)하여야 하며 이에 따라 많은 작업(作業) 시간(時間) 및 계산(計算) 시간(時間)이 필요(必要)하게 된다. 선체(船體)의 횡강도(橫强度) 해석(解析)을 위해 종래(從來)에는 경사(傾斜) 처짐법을 이용(利用)한 해석적(解析的) 방법(方法)이 사용(使用)되어 왔지만 부재(部材)의 신축(伸縮)을 무시(無視)함에 따라 해(解)의 정도(精度)가 상당히 낮을 뿐아니라 층방정식(層方程式)을 표현(表現)하기가 까다로워 프로그램 구성(構成)이 어렵다. 또한 최근(最近) computer의 발달(發達)과 함께 급속도(急速度)로 발전(發展)하고 있는 유한요소법(有限要素法)을 이용(利用)하여 선체(船體)의 횡강도(橫强度) 해석(解析)을 수행(遂行)하고 있지만 아직도 구조(構造) 설계(設計) 및 최적(最適) 구조(構造) 설계(設計)를 수행(遂行)하기에는 계산(計算) 시간(時間)의 극복(克服)이 어려운 실정(實情)이다. 본(本) 연구(硏究)에서는 선체(船體)의 구조(構造) 해석(解析) 및 설계(設計)를 위해 bracket이 붙은 부분을 span point 개념(槪念)을 도입(導入)하여 처리(處理)하고, 기존(旣存)의 경사(傾斜) 처짐법에서 무시(無視)하였던 부재(部材)의 신축(伸縮)에 따른 축방향(軸方向)의 변위(變位)를 고려(考慮)하여 각 절점(節点)에서의 평형방정식(平衡方程式)으로만 해(解)를 구할 수 있도록 하고 matrix method와 결합(結合)하여 2차원(次元) 및 3차원(次元)에 대한 일반화(一般化) 경사(傾斜) 처짐법을 유도(誘導)하였으며 기존(旣存)의 경사(傾斜) 처짐법 및 유한요소법(有限要素法)과 계산(計算) 시간(時間) 및 정도(精度)를 비교하여 본(本) 해석(解析) 방법(方法)의 우수성(優秀性)을 입증(立證)하였다.

• 제어로봇시스템학회논문지
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• 제10권11호
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• pp.1006-1011
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• 2004

Carbon nanotubes have outstanding properties which make them useful for a number of high-technology applications. Especially, single-walled carbon nanotube (SWNT), working under physical conditions (in aqueous solution) and converting electrical energy into mechanical energy directly, can be a good substitute for artificial muscle. The carbon nanotube structure simulated in this paper is an isotropic cantilever type with an adhesive tape which is sandwiched between two SWNTs. For predicting the geometrical and physical parameters such as deflection, slope, bending moment and induced force with various applied voltages, the analytical model for a 3 layer bimorph nanotube actuator is developed by applying Euler-Bernoulli beam theory. The governing equation and boundary conditions are derived from energy Principles. Also, the brief history of carbon nonotube is overviewed and its properties are compared with other functional materials. Moreover, an electro-mechanical coupling coefficient of the carbon nanotube actuator is discussed to identify the electro-mechanical energy efficiency.

• 소음진동
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• 제9권1호
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• pp.149-162
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• 1999

A method for the analysis of free vibrations of steel and plain weave composite cylindrical shells with a longitudinal, interior rectangular plate is developed by using the receptance method. This method is based on the ratio of a deflection (or slope) response to a harmonic force(or moment) at the joint. In this study, after getting the free vibration characteristics of the simply supported plate and shell, the frequency equation of the combined system is obtained by considering the continuity condition at the joint between the plate and the shell. The numerical results are compared with published results and experiment results in order to show the validate of the formulation, and shown that the analytical results agreed with those from other methods. The effects of the location and the thickness of the plate on the natural frequencies are also investigated.