• Geomechanics and Engineering
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• 제29권5호
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• pp.567-582
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• 2022

In the present study, a series of physical experiments and numerical simulations were conducted to investigate the effects of mode I and mixed-mode I/II cracks on the fracture modes and stability of roadway tunnel models. The experiments and simulations incorporated different inclination angle flaws under both static and dynamic loads. The quasi-static and dynamic testing were conducted by using an electro-hydraulic servo control device and drop weight impact system (DWIS), and the failure process was simulated by using rock failure process analysis (RFPA) and AUTODYN software. The stress intensity factor was also calculated to evaluate the stability of the flawed roadway tunnel models by using ABAQUS software. According to comparisons between the test and numerical results, it is observed that for flawed roadways with a single radical crack and inclination angle of 45°, the static and dynamic stability are the lowest relative to other angles of fractured rock masses. For mixed-mode I/II cracks in flawed roadway tunnel models under dynamic loading, a wing crack is produced and the pre-existing cracks increase the stress concentration factor in the right part of the specimen, but this factor will not be larger than the maximum principal stress region in the roadway tunnel models. Additionally, damage to the sidewalls will be involved in the flawed roadway tunnel models under static loads.

• Smart Structures and Systems
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• 제31권2호
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• pp.155-169
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• 2023

The quasi-static component of the moving vehicle-induced dynamic response is promising in damage detection as it is sensitive to bridge damage but insensitive to environmental changes. However, accurate extraction of quasi-static component from the dynamic response is challenging especially when the vehicle velocity is high. This paper proposes an adaptive quasi-static component extraction method based on the modified variational mode decomposition (VMD) algorithm. Firstly the analytical solutions of the frequency components caused by road surface roughness, high-frequency dynamic components controlled by bridge natural frequency and quasi-static components in the vehicle-induced bridge response are derived. Then a modified VMD algorithm based on particle swarm algorithm (PSO) and mutual information entropy (MIE) criterion is proposed to adaptively extract the quasi-static components from the vehicle-induced bridge dynamic response. Numerical simulations and real bridge tests are conducted to demonstrate the feasibility of the proposed extraction method. The results indicate that the improved VMD algorithm could extract the quasi-static component of the vehicle-induced bridge dynamic response with high accuracy in the presence of the road surface roughness and measurement noise.

• 대한기계학회논문집A
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• 제24권9호
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• pp.2220-2227
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• 2000

In this paper, dynamic photoelastic hybrid method is developed and its validity is certified. The dynamic photoelastic hybrid method can be used on the obtaining of dynamic stress intensity factors and dynamic stress components. The effect of crack length on the dynamic stress intensity factors is less than those on the static stress intensity factors. When structures are under the dynamic mixed mode load, dynamic stress intensity factor of mode I is almost produced. Dynamic loading device manufactured in this research can be used on the research of dynamic behavior when mechanical resonance is produced and when crack is propagated with the constant velocity.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집B
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• pp.422-427
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• 2001

The component mode synthesis method allows the elastic deformation of each component in the flexible multibody system by a sum of modes and modal coordinates. This paper focuses on the selection of boundary conditions and deformation modes for redundantly constrained flexible components in mechanical system dynamics. The result of a flexible body dynamic analysis with only normal modes is used to identify proper boundary conditions of a static modes and a desired set of static modes which will be used in the final model. A simple four bar mechanism is used to explain the procedure and a space satellite with solar panels is analyzed using the proposed method.

• 한국의학물리학회지:의학물리
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• 제17권2호
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• pp.114-122
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• 2006

세기조절방사선치료에는 다엽콜리메타의 구동방식에 따라 static 방법과 dynamic 방법이 있다. 세기조절방사선치료의 정도관리는 치료계획의 정도관리, 치료정보의 전달에 관한 정도관리, 치료전달 과정에 대한 정도관리를 통하여 이루어진다. 여기서는 static 방법과 dynamic 방법에 대하여 같은 조건으로 치료계획 정도관리를 시행하여 dynamic 방법의 환자 적용에 대한 타당성을 살펴보았다. 세기조절방사선치료에서 다엽콜리메타의 움직임이 static 방법인 stop and shoot 방법과 다엽콜리메타의 움직임이 dynamic 방법인 sliding window 방법과 비교검토한 결과 임상표적용적(clinical target volume, CTV)의 크기가 직경 3 cm인 경우에서는 중심점에서의 선량분포 차이가 0.2%였으며, 선량분포의 90% 면적의 차이가 2.7%였으며, CTV의 크기가 직경 7 cm인 경우에서는 중심점에서의 선량분포 차이가 0.2%였으며, 선량분포의 90% 면적의 차이가 2.2%였으며, CTV의 크기가 12 cm인 경우에서는 중심점에서의 선량분포 차이가 0.4%였으며, 선량분포의 90% 면적의 차이가 2.9%였다. 실제 폐암 환자에서도 CTV의 크기에 따라 static 방법과 dynanic 방법에서 중심점에서의 선량 차이는 0.3%에서 0.6%를 나타내고 있다. 가상 펜텀에서는 CTV의 크기에 따라 중심점에서의 측정 선량이나 90% 등선량 곡선 면적이 차이가 없었고, 실제 폐암환자에서는 중심점의 측정선량은 차이가 없었지만 90%등선량곡선의 면적은 CTV 가 커짐에 따라 두 방법간에 차이가 커짐을 알 수 있었다.

• 정보처리학회논문지:컴퓨터 및 통신 시스템
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• 제2권7호
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• pp.283-292
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• 2013

기존 서버 클러스터에서는 고성능을 보장하기 위해, 실시간 요청 수량에 관계없이 모든 서버를 항상 On 한다. 그 방법에서는 QoS를 보장하지만 일부 서버들이 Idle할 때 서버 전력을 낭비하게 된다. 서버들이 소모하는 에너지를 절약하기 위해, 서버가 필요하지 않을 경우 해당 서버의 전력을 Off 하게 하는 서버 전력 제어 방법이 제안되었다. 서버 전력 제어 방법은 서버의 Power가 실제로 어느 시점에 Off 되느냐에 따라 정적인 방법과 동적인 방법이 있다. 정적인 방법에서는 특정 서버가 Off 하기로 결정된 다음 일정 시간 지연 후 그 서버가 Off 된다. 동적인 방법에서는 그 서버에서 수행중인 모든 서비스가 종료된 다음에 해당 서버가 Off 된다. 이는 가변 시간 지연 후 서버가 Off 되는 방법에 해당된다. 정적 종료방식은 단점이 있다. 반복 실험을 통해 수작업으로 최적의 시간 지연을 알아내기 위해서는 많은 시간이 소요된다. 본 논문에서는 정적 종료 방식의 단점을 극복하는 동적 종료 방식을 제안한다. 제안된 방식은 최적의 지연 시간으로 자동적으로 접근하므로 좋은 전력 절약을 하면서 QoS를 보장하는 것을 가능하게 해준다. 30대의 PC 클러스터를 이용하여 실험이 수행되었다. 실험결과는 제안하는 동적 종료 방법이 기존의 정적 종료 방법과 비교할 때 에너지 절감측면에서는 비슷하지만 QoS 측면에서 우수함을 보여준다.

• 한국정밀공학회지
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• 제15권12호
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• pp.188-193
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• 1998

This paper describes static and dynamic weak point analysis of spindle systems to eliminate high concentrated bending point on spindle and improve total stiffness of spindle systems. The weak point analysis is based on the evaluation of bending curves of spindles. For static weak point analysis the bending curve is derived from static deflection curve and for dynamic weak point analysis it is derived from the mode shape curves in consideration of the transfer function at exciting point. The validity of the weak point search methodology is verified by comparison of the static deflection, the natural frequency and the dynamic compliance between the original and the improved spindle.

• Journal of Advanced Marine Engineering and Technology
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• 제24권1호
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• pp.82-87
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• 2000

The component mode synthesis method(CMS) used for vibration analysis has demerit that error becomes larger, as degree of natural frequency grows higher. The reason of error occurrence is that Guyan's static reduction is used and the number of modes taken in each component is deficient. This paper proposes the substructure synthesis method using dynamic reduction to solve the problem from the component mode synthesis method. Computer simulation for the proposed method. FEM and the component mode synthesis method(CMS) on a rectrangular plate has been carried out to prove the avilability of the proposed method.

• 전기학회논문지
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• 제59권3호
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• pp.630-635
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• 2010

In this paper, a new discrete static output feedback variable structure controller based on a new dynamic-type sliding surface and output feedback discrete version of the disturbance observer is suggested for the control of uncertain linear systems. The reaching phase is completely removed by introducing a new proposed dynamic-type sliding surface. The output feedback discrete version of disturbance observer is derived for effective compensation of uncertainties and disturbance. A corresponding control with disturbance compensation is selected to guarantee the quasi sliding mode on the predetermined dynamic-type sliding surface for guaranteeing the designed output in the dynamic-type sliding surface from any initial condition for all the parameter variations and disturbances. Using Lyapunov function, the closed loop stability and the existence condition of the quasi sliding mode is proved. Finally, an illustrative example is presented to show the effectiveness of the algorithm.

• Journal of the Korean Wood Science and Technology
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• 제41권5호
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• pp.466-473
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• 2013

Nondestructive evaluation (NDE) technique method using a resonance frequency mode was carried out for heat-treated wood under different conditions. The effect of heat treatment on the bending strength and NDE technique using the resonance frequency by impact hammer and force transducer mode for Korean paulownia, Pinus densiflora, Lidiodendron tulipifera and Betula costata were measured. The heat treatment temperature has been investigated at $175^{\circ}C$ and $200^{\circ}C$, respectively. There were a close relationship of dynamic modulus of elasticity and static bending modulus of elasticity to MOR. In all conditions, It was found that there were a high correlation at 1% level between dynamic modulus of elasticity and MOR, and static modulus of elasticity and MOR. However, the result indicated that correlation coefficient is higher in dynamic modulus of elasticity to MOR than that in static modulus of elasticity to MOR. Therefore, the dynamic modulus of elasticity using resonance frequency by impact hammer mode is more useful as a nondestructive evaluation method for predicting the MOR of heat-treated wood under different temperature and species conditions.