• Structural Engineering and Mechanics
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• 제6권1호
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• pp.115-124
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• 1998

A novel boundary stress resolution method is suggested in this paper, which is based upon the displacements of finite element analysis and of high precision with stress boundary condition strictly satisfied. The method is used to modify the Zienkiewicz-Zhu ($Z^2$) a posteriori error estimator and for the h-version adaptive finite element analysis of crack problems. Successful results are obtained.

• Structural Engineering and Mechanics
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• 제15권4호
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• pp.451-462
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• 2003

In this paper, a new block iterative algorithm is presented by using the special feature of the continuous Riccati equation in the optimal shape control. Because the real-time control require that the CPU time should be as short as possible, an appropriate modal control algorithm is sought. The computing cost is less than the one of the all state feedback control. A numerical example is given to illustrate the algorithm.

• Structural Engineering and Mechanics
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• 제3권2호
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• pp.193-199
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• 1995

Two kinds of special 3-dimensional 12-node finite elements-each one contains a traction-free planar surface-have been developed based on Hellinger-Reissner principle by assumed stress hybrid method. Example solutions have demonstrated the advantage of using these special elements for analyzing plates and solids with rectangular holes.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2011년도 춘계학술대회 논문집
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• pp.489-490
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• 2011

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2011년도 춘계학술대회 논문집
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• pp.485-486
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• 2011

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2011년도 춘계학술대회 논문집
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• pp.1059-1060
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• 2011

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2011년도 춘계학술대회 논문집
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• pp.1063-1064
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• 2011

• 한국수학교육학회지시리즈B:순수및응용수학
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• 제3권1호
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• pp.83-94
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• 1996

Classical mechanics begins with some variants of Newton's laws. Lagrangian mechanics describes motion of a mechanical system in the configuration space which is a differential manifold defined by holonomic constraints. For a conservative system, the equations of motion are derived from the Lagrangian function on Hamilton's variational principle as a system of the second order differential equations. Thus, for conservative systems, Newtonian mechanics is a particular case of Lagrangian mechanics.(omitted)

• Journal of the Optical Society of Korea
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• 제10권3호
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• pp.124-129
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• 2006

We have developed a compact and cost-effective camera module on the basis of wafer-scale-replica processing. A multiple-layered structure of several aspheric lenses in a mobile-phone camera module is first assembled by bonding multiple glass-wafers on which 2-dimensional replica arrays of identical aspheric lenses are UV-embossed, followed by dicing the stacked wafers and packaging them with image sensor chips. This wafer-scale processing leads to at least 95% yield in mass-production, and potentially to a very slim phone with camera-module less than 2 mm in thickness. We have demonstrated a VGA camera module fabricated by the wafer-scale-replica processing with various UV-curable polymers having refractive indices between 1.4 and 1.6, and with three different glass-wafers of which both surfaces are embossed as aspheric lenses having $230{\mu}m$ sag-height and aspheric-coefficients of lens polynomials up to tenth-order. We have found that precise compensation in material shrinkage of the polymer materials is one of the most technical challenges, in orderto achieve a higher resolution in wafer-scaled lenses for mobile-phone camera modules.

• 터널과지하공간
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• 제11권3호
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• pp.237-247
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• 2001

이 연구에서는 수압파쇄시험 결과의 해석에 대한 파괴역학모델의 적용성을 검토하기 위해 시험결과의 해석에 주로 이용되고 있는 탄성모델과 함게 파괴역학모델을 이론적으로 고찰하였으며, 국내에서 실시된 4개 현장의 측정결과를 이용하여 각 모델의 해석 결과를 비교·검토하였다. 파괴역학모델로부터 얻어진 해석 결과는 탄성모델에 의한 계산 값과 차이를 보였으며, 이러한 차이는 기존 균열의 길이가 작을수록 크게 나타났다. 파괴역학모델은 균열 길이의 판단이 가능한 경우와 같이 특수한 조건에 대해서만 적용이 가능할 것으로 판단된다. 암석의 인장강도는 파괴역학모델에 의한 값이 가장 크게 나타났으며, 압열인장시험, 탄성모델에 의한 값의 순서로 크게 나타났다. 이러한 현상은 시험규모에 따른 크기효과 때문이며, 따라서 수압파쇄시험의 탄성모델로부터 얻어진 암석의 인장강도는 현지암반의 인장강도를 추정할 때 이용될 수 있을 것으로 보인다.