• 대한기계학회논문집A
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• 제21권11호
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• pp.1931-1942
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• 1997

A new load/displacement parameter method is developed for the cases that loads are applied to one or more points, and displacements of a structure are controlled at one or more points sinultaneously. The procedure exploits a generalized Riks method, which utilizes load/displacement parameters as scaling factors in order to analyze the post-buckling phenomena including snap-through or snap-back. A convergence characteristic is improved by employing new relaxation factors in incremental displacement parameter, particularly at the region where exhibits severe numerical instability. The improved performance is illustrated by means of numerical example.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2005년도 추계학술발표대회 논문집
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• pp.280-284
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• 2005

Existing construction materials such as concrete and steel have chronic problems; deterioration and corrosion. Owing to its special features of light weight ‘ high durability, anti-corrosion, composite material used in civil infrastructure can not only solve fundamental problems of deterioration and corrosion, but also reduce both construction and maintenance cost significantly. After the fabrication of deck panel with snap-fit connection by pultrusion through composite design according to stacking sequence of composite laminates and structural analysis, performance of decks will be verified and evaluated by structural tests.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2003년도 가을 학술발표회 논문집
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• pp.348-356
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• 2003

Recently, the buckling is easy to happen a thin plate and High Tensile Steel is used at the steel structure and marine structure so that it is wide. Especially, the post-buckling is becoming important design criteria in the ship structure to use especially the High Tensile Steel. Consequently, it is important that we grasp the conduct post-buckling behaviour accurately at the stability of the ship structure or marine structure. In this study, examined closely about conduct and snap-through behaviour after initial buckling of thin plate structure which apply compressive load according to various kinds initial deflection shape under all edges simply supported condition that make by buckling formula in each payment in advance rule to place which is representative construction of hull. Analysis method is F.E.M in used ANSYS program and complicated nonlinear behaviour to analyze such as secondary buckling with snap-through behaviour. Nonlinear buckling control is applied between newton-raphson method and arc-length method in this study

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2000년도 추계학술발표대회 논문집
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• pp.232-237
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• 2000

Thermopiezoelastic snap-through phenomena of piezolaminated plates are numerically investigated by applying a cylindrical arc-length scheme to Newton-Raphson method. Based on the layerwise displacement theory and von-Karman strain-displacement relationships, nonlinear finite element formulations are derived for thermopiezoelastic composite plates. From the static and dynamic viewpoint, nonlinear thermopiezoelastic behavior and vibration characteristics are studied for symmetric and eccentric structural models with various piezoelectric actuation modes. Present results show the possibility to enhance the performance of thermal structures using piezoelectric actuators and report new phenomena, namely thermopiezoelastic snapping, induced by the excessive piezoelectric actuation in the active suppression of thermally buckled large deflection of piezolaminated plates.

• Structural Engineering and Mechanics
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• 제10권2호
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• pp.111-123
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• 2000

An asymptotic solution for snap-through buckling of single-layer squarely-reticulated shallow spherical shells continuously supported on springs is developed in this paper. Based on the fundamental governing equations and boundary conditions, a nondimensional analytical expression associated with the external load, stiffness of spring and central transverse displacement (deflection) is derived with the aid of asymptotic iteration method. The effects of stiffness of spring and characteristic geometrical parameter on buckling of the structures are given by the analyses of numerical examples. In a special case, for reticulated circular plates, the influence of stiffness of spring on the characteristic relation between load and deflection is also demonstrated.

• Structural Engineering and Mechanics
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• 제19권2호
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• pp.153-172
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• 2005

A new load/displacement parameter method is proposed for the simultaneous control of applied loads and structural displacements at one or more points. The procedure is based on a generalized Riks' method, which utilizes load/displacement parameters as scaling factors to analyze post-buckling phenomena including snap-through or snap-back. The convergence characteristics are improved by employing new relaxation factors through an incremental displacement parameter, particularly in a region that exhibits severe numerical instability. The improved performance is illustrated by means of a numerical example.

• 대한인간공학회지
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• 제15권2호
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• pp.139-147
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• 1996

It is known fact that the CTS patients have lower pinch strength than the normal people. And we can assume that the sensory nerve action potential(SNAP) and the nerve conduction velocity(NCV) of the CTS group are lower or slower than the normal subjects. This paper analysed the grip strength and performed EMG experiment for the group Norm, G1 and G2. The results are as follows: 1) CTS patients have lower pinch strength than normal people. 2) There was no significant difference on SNAP between the CTS group and the normal group. 3) There was significant difference on NCV among Norm, G1, and G2 group. Especially, significant level was higher in the evening after the continuous use of wrist.

• Annals of Clinical Neurophysiology
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• 제6권1호
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• pp.31-34
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• 2004

Backgrounds: The pathway of the sural nerve (SN) is variable, but usually divided into medial and lateral sural branches joining the posterior tibial nerve (PTN) and the peroneal nerve (PN). The sural nerve may be affected by PN palsy. The frequency or the severity of SN involvement in peroneal palsy is not known. The purpose of the study is to investigate the frequency and the severity of the SN involvement by the peroneal nerve palsy. Methods: Total 85 patients were included with peroneal palsy. Amplitudes of distal peroneal, sural, and superficial peroneal nerves (SPN) were compared between normal and paralyzed sides. The frequency and severity of SN involvement by peroneal palsy were investigated. Results: Mean age was $48.4{\pm}17.4$ years old at the time of the test. Peroneal palsy was right side in 32, left in 38, and bilateral in 15 patients. Mean amplitudes of affected distal PN, SPN, and SN were $1.51{\pm}1.64mV$, $3.50{\pm}4.86{\mu}V$, and $10.42{\pm}6.59{\mu}V$ in right side, and $1.19{\pm}1.57mV$, $4.38{\pm}5.67{\mu}V$, and $11.06{\pm}6.87{\mu}V$ in left side, respectively. Sensory nerve action potential (SNAP) amplitude of the SN in the affected side was average $73.7{\pm}33.1%$ of normal, which was significantly lower than that in the normal side(p<0.01). The decrease of the sural SNAP amplitude was more than 15% in 39 out of 70 patients with unilateral peroneal palsy. Peroneal compound muscle action potential (CMAP) amplitude was not correlated with the amplitude of the sural SNAP. By complete peroneal palsy, SN SNAP amplitude was decreased to 4% of SNAP and $57.7{\pm}31.8%$ of that in normal side. Conclusions: PN injury without PTN involvement may induce reduction of sural SNAP amplitude. Because of the anatomic variation of SN, the electrophysiological findings are variable. It should be considered to interpret the location of the PN lesion.

• 대한기계학회논문집A
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• 제40권2호
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• pp.175-183
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• 2016

복잡한 기계장치에 대한 내구신뢰성 평가는 단순한 응력해석을 통해 피로수명을 예측하는 것이 일반적인 방법이다. 하지만 기존 방법은 유한요소 해석 시 여러 가지 요인에 의해 일관된 응력해석 결과를 얻기 어려워 해석자에 따라 상이한 수명을 예측하는 단점을 지닌다. 하지만 구조응력을 기반으로 하는 내구신뢰성 평가 기법은 이러한 단점을 보완하여 보다 합리적인 결과를 제공해 준다. 구조응력기법은 유한요소 모델의 요소 수와 요소 형태에 무관하게 일관된 응력결과를 제공하기 때문에 신뢰성이 높은 내구도 평가 결과를 얻을 수 있다. 해석조건 및 환경에 독립적인 결과를 제공해 주는 구조응력은 최근 대형선박 설계 및 각종 기계장치의 피로수명 예측에 종종 활용되고 있어 보다 깊이 있고 체계적인 연구가 필요하다. 따라서, 본 연구에서는 (a) 유한요소모델의 형태에 상관없이 요소에 독립적인 구조응력 산출기법을 제시하고, (b) 이를 이용하여 자동차 클러치 스냅링부의 구조응력 산출하여 피로파괴를 예측하고자 한다.

• 한국식품과학회지
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• 제36권5호
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• pp.754-760
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• 2004

한국산 밀의 이화학적 특성과 sugar-snap cookie의 제조적성을 알아보고자 시판 밀가루 4종류와 국내산 밀 6품종을 본 연구에 공시하여 검토한 바 그 결과는 다음과 같다. 밀가루 종류 및 품종에 따라서 AWRC는 42.7-65.2%, Pelshenke 값은 17-43min, 침전가는 19.6-49.5mL이었고, RVA에 의한 initial pasting temp.는 $68.4-74.5^{\circ}C$이었으며, mixograph mixing time은 1.3-3.5min이었다. Sugar-snap cookie의 직경은 7.1-7.9cm, spread factor는 102-139%로서 시판 박력분과 우리밀이 가장 좋았다. Mixograph peak height와 단백질 함량 및 AWRC와는 $r=0.704^*$ 및 $r=0.648^*$의 정의상관이 있었다. Cookie의 직경은 밀가루의 단백질 함량과 $r=-0.891^{**}$, AWRC와는 $r=-0.736^{**}$, 침전가와는 $r=-0.734^*$의 고도의 부의 상관이 있었다. Cookie spread factor와 mixograph peak height와는 $r=-0.855^{**}$, 7-min height와는 $r=-0.810^{**}$의 고도의 부의 상관성이 있었으며, cookie top grain score와 단백질 함량은 $r=-0.899^{**}$, 침전가와는 $r=-0.742^{**}$의 부의 상관을 보여 cookie의 특성은 밀가루의 단백질 함량에 따라서 크게 영향을 받는 것을 알 수 있었다.