• 대한기계학회논문집
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• 제18권12호
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• pp.3109-3117
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• 1994

To operate a flexible mechanism in high speed its weight must be reduced as far as the structural strength does not decrease too much, but a light-weighted mechanism causes undesirable elastodynamic responses deteriorating the system performance. Besides, clearance within the connections of mechanisms causes rapid wear, increased noise and vibration. Even if the problems described above must be considered in the initial design stage, there has been no effective design process which takes account of the correlation between dynamic characteristics of flexible mechanism and the clearance effect at the joint. In this study, the generalized elastodynamic governing equations which include dynamic characteristics and boundary conditions of flexible mechanism are derived by variational calculus and solved by using FFM theory. To take the clearance effect at joint into account a new dynamic model is presented and also the method of modified stiffness/damping matrix is proposed to activate the dynamic clearance model, which cooperates with the developed governing equation very easily. As the results of this study, the proposed method(modified stiffness/damping matrix) to calculate clearance effect was proved to be superior to the existing one(force reaction method) in solution convergency and calculation performance. Besides this method can be easily adopted to the complex shape joint without calculation of reaction force direction.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2010년도 추계학술대회 논문집
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• pp.525-526
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• 2010

• 대한의용생체공학회:의공학회지
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• 제25권6호
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• pp.531-536
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• 2004

외고정장치를 이용한 골절 치료에서, 골절 부위에서의 절골편간 운동은 골절의 치유과정에 다양한 영향을 미친다고 알려져 있고, 이 미세 운동은 외고정장치-절골편 시스템의 강성과 밀접한 관련이 있다. 그렇기 때문에 최적의 골절 치유 과정을 부여하기 위하여 외고정장치 시스템의 구성 인자와 강성과의 연관성에 대한 이해가 필요하다. 본 연구에서는 장골 골절의 외고정술에 대한 유한요소 해석에서 외고정장치 시스템의 구성인자가 시스템 강성에 미치는 영향을 조사하였다. 이를 위하여, 시스템 정렬, 재료 비선형성, 조인트 유연성 및 가골형성 등을 해석 인자로 선정하였다. 개발된 유한요소 모델은 실험 결과와 유사한 시스템 강성을 나타내었고, 조인트 유연성 및 재료 비선형성의 고려는 시스템 강성 결과를 더욱 정확하게 반영하였다. 시스템 비정렬상태, 조인트 유연성 및 재료 비선형성은 시스템 강성의 감소를, 그리고 골절 부위의 가골형성은 시스템 강성의 증가를 나타내었다. 본 연구 결과는 외고정술시 시스템 강성을 증가시키기 위한 프레임 구성이나 기구 설계 등의 도구로 사용될 수 있을 것으로 기대된다.

• 한국공간구조학회논문집
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• 제3권1호
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• pp.87-97
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• 2003

The structural system that discreterized from continuous shells is frequently used to make a large space structures. As well these structures show the unstable phenomena when a load level over the limit load, and snap-through and bifurcation are most well known of it. For the collapse mechanism, rise-span ratio, element stiffness and load mode are main factor, which it give an effect to unstable behavior. In our real situation, most structures have semi-rigid joint that has middle characteristic between pin and rigid joint. So the knowledge of semi-rigid joint is very important problem of stable large space structure. And the instability phenemena of framed space structures show a strong non-linearity and very sensitive behavior according to the joint rigidity For this reason In this study, we are investigating to unstable problem of framed structure with semi-rigidity and to grasp the nonlinear instability behavior that make the fundamental collapse mechanism of the large space frame structures with semi-rigid joint, by proposed the numerical analysis method. Using the incremental stiffness matrix in chapter 2, we study instability of space structures.

• Steel and Composite Structures
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• 제47권1호
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• pp.19-36
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• 2023

An experimental study of eleven PVC-FRP Confined Concrete (PFCC) column-Reinforced Concrete (RC) beam joints reinforced with Core Steel Tube (CST) under axial compression is carried out. All specimens are designed in accordance with the principle of "weak column and strong joint". The influences of FRP strips spacing, length and steel ratio of CST, height and stirrup ratio of joint on mechanical behavior are investigated. As the design anticipated, all specimens are destroyed by column failure. The failure mode of PFCC column-RC beam joint reinforced with CST is the yielding of longitudinal steel bars, CST and stirrups of column as well as the fracture of FRP strips and PVC tube. The ultimate bearing capacity decreases as FRP strips spacing or joint height increases. The effects of other three studied parameters on ultimate bearing capacity are not obvious. The strain development rules of longitudinal steel bars, PVC tube, FRP strips, column stirrups and CST are revealed. The effects of various studied parameters on stiffness are also examined. Additionally, an influence coefficient of joint height is introduced based on the regression analysis of test data, a theoretical formula for predicting bearing capacity is proposed and it agrees well with test data.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.481-486
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• 1998

In this paper, elastic and inelastic behavior of exterior joint of moment-resisting R.C frame with non-seismic detail subjected to reversed cyclic lateral load such as earthquake excitations was investigated. 1/2-scals subassemblage exterior beam-column joint including slab was manufactured based on similitude law. Then, pseudo static test under the displacement control was performed. The results of 1)crack pattern and failure mode, 2)degradation stiffness and strength, energy dissipation capacity from load-displacement hysteresis curve, 3)strain of steel were analysed.

• 소음진동
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• 제5권4호
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• pp.537-542
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• 1995

In this paper the method of modeling and optimization for the joint of the vehicle structure is proposed. First it is described that the method of substituting equivalent beam elements to spring elements for the joint. The stiffnesses of the spring elementsare calculated using the section properties of equivalent beam elements. To get required dynamic characteristics section properties of equivalent beam element are set to design variables and optimized. The study shows that joint stiffnesses can be effectively determined in designing vehicle structure.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2011년도 춘계학술대회 논문집
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• pp.544-549
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• 2011

Simplified formulae for axial and bending natural frequencies of bellows are developed using an equivalent thin-walled pipe model. The axial and bending stiffness of bellows is determined using lumped transfer matrix method. Accordingly, the Expansion Joint Manufacturers Association (EJMA) formula for axial and bending stiffness calculation is modified using two different equivalent radii. The results from the simplified formulae are verified by those from a experiment result and a finite element (FE) model and good agreement is shown between the each other.

• 터널과지하공간
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• 제8권4호
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• pp.342-350
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• 1998

시추공 텔레뷰어에 의해 획득된 시추공벽 영상을 이용하여 암반내 절리 구조 특성을 해석하고자 하였다. 절리구조의 특성으로서 발달된 절리군의 방향성 및 거칠기의 산정은 영상분석을 통한 절리궤적의 추적에 의하였으며, 산정된 절리군의 JRC 값과 추정된 역학적 상수들로부터 Barton-Bandis 모델에 의해 절리강성을 추정하고 자료들을 종합하여 암반 수치해석 모델링용 절리구조도를 작성하였다. 시추공벽 절리궤적의 추적 효율성을 높이기 위하여 영상 분석기에 내장된 함수를 이용한 최적의 매크로 프로그램과 걸칠기 산정 프로그램, 절리구조도 작성용 프로그램을 완성하였다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2010년도 춘계학술대회 논문집
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• pp.1093-1094
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• 2010