• 한국안전학회지
• /
• 제11권2호
• /
• pp.16-24
• /
• 1996

In this study we simulate the fatigue test of a compact tension specimen and obtain the displacements, stresses and strains by using the finite element method. And we examine the path independency of $\Delta$J integral values and compare it with $\Delta$J integral values calculated from load-load line displacement curve. From the results of this study, we can find that $\Delta$J integral show the path Independency for saturated materials. We can also find that the path independency of $\Delta$J Is not satisfied when different material Is assumed near the crack tip, but the difference in $\Delta$J is small. And $\Delta$J integral values calculated from load-load line displacement is very analogous with those from integration path but always have lower values than those from integration paths. In the case of crack closing, we found that $\Delta$J integral values from load-load line displacement should be calculated with the load Increment values based on the crack opening point. The unsaturated material is also simulated and its $\Delta$J shows different values according to the path, but the difference is small.

• Structural Engineering and Mechanics
• /
• 제35권5호
• /
• pp.555-570
• /
• 2010

Shallow fixed arches have a nonlinear primary equilibrium path with limit points and an unstable postbuckling equilibrium path, and they may also have bifurcation points at which equilibrium bifurcates from the nonlinear primary path to an unstable secondary equilibrium path. When a shallow fixed arch is subjected to a central step load, the load imparts kinetic energy to the arch and causes the arch to oscillate. When the load is sufficiently large, the oscillation of the arch may reach its unstable equilibrium path and the arch experiences an escaping-motion type of dynamic buckling. Nonlinear dynamic buckling of a two degree-of-freedom arch model is used to establish energy criteria for dynamic buckling of the conservative systems that have unstable primary and/or secondary equilibrium paths and then the energy criteria are applied to the dynamic buckling analysis of shallow fixed arches. The energy approach allows the dynamic buckling load to be determined without needing to solve the equations of motion.

• 한국정밀공학회지
• /
• 제18권10호
• /
• pp.109-115
• /
• 2001

The compliance approach to the problem of load sharing between a cracked plate and multiple plate used to bridge the crack. The theory is validated by using calculated stress intensity factors for the multiple load path plate to reduce experimentally observed growth rate to a common base. Calculations are them made on the effect of multiple load path plate width on fatigue crack retardation in order to demonstrate the predictive capability of the technique.

• 한국멀티미디어학회논문지
• /
• 제13권2호
• /
• pp.279-286
• /
• 2010

서비스 품질을 보장하는 네트워크에서 경로를 구성하는 노드에 가해지는 부하의 불균형은 경로의 트래픽 흐름 수락 능력을 저해하는 주요 요인으로 알려져 있다. 이러한 문제를 해결하기 위해 다양한 경로 부하 밸런싱 방법이 개발되었으며, 이들은 모두 경로의 가용 자원 상황에 따라 각 노드에 할당되는 흐름의 지연한계를 재조정하는 피드백 부하 밸런싱 방법을 사용하였다. 이들 방법은 트래픽 부하의 서비스 품질의 확률적인 특성을 전혀 고려하지 않아 부하 불균형을 사전에 예방할 수 없으므로 수락 능력 저하를 개선하는데 있어 근본적인 한계가 있다. 본 연구에서는 트래픽 부하의 서비스 품질의 확률적 특성에 기초한 예방적 부하 밸런싱을 모색하고 RSVP에 적용할 수 있는 구체적 방법을 제안한다. 간단한 평가 네트워크를 대상으로 제안한 방법의 성능을 평가한 결과 기존 방식 대비 4~22% 정도 높은 흐름 수락 능력을 제공함을 확인하였다.

• 한국멀티미디어학회논문지
• /
• 제12권3호
• /
• pp.409-418
• /
• 2009

서비스 품질을 보장하기 위해 서비스 트래픽 흐름 경로상의 각 라우터는 자신에게 배분된 흐름의 지연규격을 준수해야 한다. 라우터에 가해지는 부하 량은 지연규격에 의해 결정되므로 라우터간 부하 불균형은 배분된 지연규격의 조정에 의해 해소될 수 있다. RSVP에 적용된 균등배분 방법은 간단하지만 자원 이용 효율이 낮다. 자원 이용 효율을 높이기 위해 라우터의 부하 상태에 따라 지연규격을 달리 배분하는 부하 밸런싱 방법이 연구되었으나 RSVP에 적용하기에 너무 복잡하다. 본 논문은 RSVP에 적용할 수 있으며 자원 이용 효율을 보다 개선할 수 있는 경로 부하 밸런성 방법을 제안한다. 제안된 방법은 흐름의 종단간 지연한계를 RSVP 절차에 의해 각 라우터에 배분한 후 경로의 병목상태와 링크의 대역폭 가용도에 따라 배분된 지연규격을 조정한다. 평가 네트워크를 대상으로 성능을 평가한 결과 제안방법은 기존방법에 비해 4 ${\sim}$ 17% 정도 높은 자원 이용 효율을 제공함을 보였다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
• /
• pp.366-369
• /
• 2006

Deformability of RC members in shear is controlled by governing failure modes and material strength. Shear strength of members in D-regions has been explained by a direct load path (direct strut or arch action) and indirect load path (fan action or truss action). Indirect load path including truss action and fan action rely on bond along tension ties. Generally, superposition of two actions results in total shear strength when shear failure modes control. The ultimate deformation depends on controlling failure modes and thereby, their force transfer patterns. Proposed models are capable of explaining of limited deformability of RC members in D-regions.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
• /
• pp.261-264
• /
• 2006

Deformability of RC members in shear after flexural yielding is limited and controlled by governing failure modes and material strength. Shear strength of members in D-regions has been explained by a direct load path (direct strut or arch action) and indirect load path (fan action or truss action). Indirect load path including truss action and fan action rely on bond along tension ties. Generally, superposition of two actions results in total shear strength when shear failure modes control. The ultimate deformation depends on controlling failure modes and thereby, their force transfer patterns. Proposed models are capable of explaining of limited deformability of RC members in D-regions.

• 동력기계공학회지
• /
• 제7권1호
• /
• pp.34-41
• /
• 2003

A method is presented for generating the path which significantly reduces residual vibration of a flexible robot manipulator and applying control theory to track the desired path. The desired path is optimally designed so that the system completes the required move with minimum residual vibration. A closed loop control theory is applied to track the planned path in the case of load variation. Specifically, it is desired that the optimally designed path has a better trajectory tracking capabilities during the residual vibration over the cycloidal path, in various cases of load. Perturbation adaptive control is used as closed loop control scheme. A planar two link manipulator is used to evaluate this method.

• 한국정보처리학회:학술대회논문집
• /
• 한국정보처리학회 2004년도 춘계학술발표대회
• /
• pp.1433-1436
• /
• 2004

The ad hoc network is a collection of wireless mobile nodes dynamically forming a temporary network without the use of any existing network infrastructure of centralized administration. Load-Balanced Ad hoc Routing(LBAR) protocol is an on-demand routing protocol intended for delay-sensitive applications where users are most concern with packet transmission delay. Although LBAR mechanism is a novel load balancing routing protocol for ad hoc network, it has own limitation in route path maintenance phase. Therefore, in this paper, we propose Advanced Load-Balanced Ad hoc Routing(A-LBAR) that is delay-sensitive and has an efficient path maintenance scheme. The robust path maintenance scheme is maintained by considering about nodal loads all over network and misbehavior of overloaded or selfish nodes. The proposed scheme provides good performance over DSR and AODV in terms of packet delay and packet loss rate when some misbehaving nodes exist in the network.

• Current Optics and Photonics
• /
• 제5권6호
• /
• pp.617-626
• /
• 2021

A parallel Monte Carlo photon migration algorithm for graphics processing units that implements an improved load-balancing strategy is presented. Conventional parallel Monte Carlo photon migration algorithms suffer from a computational bottleneck due to their reliance on a simple load-balancing strategy that does not take into account the different length of the mean free paths of the photons. In this paper, path-partition load balancing is proposed to eliminate this computational bottleneck based on a mathematical formula that parallelizes the photon path tracing process, which has previously been considered non-parallelizable. The performance of the proposed algorithm is tested using three-dimensional photon migration simulations of a human skin model.