• 제목/요약/키워드: Resultant Force

검색결과 189건 처리시간 0.027초

Experimental and Theoretical Study on the Prediction of Axial Stiffness of Subsea Power Cables

  • Nam, Woongshik;Chae, Kwangsu;Lim, Youngseok
    • 한국해양공학회지
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    • 제36권4호
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    • pp.243-250
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    • 2022
  • Subsea power cables are subjected to various external loads induced by environmental and mechanical factors during manufacturing, shipping, and installation. Therefore, the prediction of the structural strength is essential. In this study, experimental and theoretical analyses were performed to investigate the axial stiffness of subsea power cables. A uniaxial tensile test of a 6.5 m three-core AC inter-array subsea power cable was carried out using a 10 MN hydraulic actuator. In addition, the resultant force was measured as a function of displacement. The theoretical model proposed by Witz and Tan (1992) was used to numerically predict the axial stiffness of the specimen. The Newton-Raphson method was employed to solve the governing equation in the theoretical analysis. A comparison of the experimental and theoretical results for axial stiffness revealed satisfactory agreement. In addition, the predicted axial stiffness was linear notwithstanding the nonlinear geometry of the subsea power cable or the nonlinearity of the governing equation. The feasibility of both experimental and theoretical framework for predicting the axial stiffness of subsea power cables was validated. Nevertheless, the need for further numerical study using the finite element method to validate the framework is acknowledged.

해안안벽과 육상구조물에서 지진해일파의 처오름 및 작용파력에 관한 수치해석 (Numerical Analysis of Runup and Wave Force Acting on Coastal Revetment and Onshore Structure due to Tsunami)

  • 이광호;김창훈;김도삼;;황용태
    • 대한토목학회논문집
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    • 제29권3B호
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    • pp.289-301
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    • 2009
  • 본 연구에서는 Navier-Stokes방정식과 자유수면추적을 위해 도입한 VOF함수의 이류방정식에 기초하고 있는 CADMAS-SURF(CDIT, 2001)에 Fenton(1972)의 3차근사고립파이론에 의한 조파이론을 새롭게 도입한 수치파동수로로부터 직립호안상에서 지진해일(고립파)의 처오름 및 작용파력을 해석한다. 기존의 연구결과와 대비하여 본 수치해석결과의 적용성을 논의하며, 최소자승법에 기초하여 직립호안상에서 최대처오름과 최대파력을 합리적으로 추정할 수 있는 회귀식을 제안한다. 또한, 육상구조물에 작용하는 지진해일(tsunami wave)의 파력산정에 CADMAS-SURF(CDIT, 2001)의 적용을 시도한다. 육상에서 지진해일의 수위변동, 유속 및 파력변동의 특성으로부터 육상구조물에 미치는 지진해일의 직접적인 영향을 추론할 수 있을것이다.

여성노인의 태권에어로빅스 12주 훈련 후 몸통지르기 동작시 하지관절의 생체역학적 변화 (Biomechanical Alterations in the Lower limb Joints during the Punching Motion of Elderly Women after 12-Weeks of Taekwonaerobics Training)

  • 유실
    • 한국운동역학회지
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    • 제19권4호
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    • pp.637-645
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    • 2009
  • 이 연구는 여성노인의 태권에어로빅스 12주 훈련 후 앞굽이 몸통지르기 동작시 하지관절의 생체역학적 변화를 구명하는 것이다. 대상자는 여성노인 10명이 참여하였으며 카메라(MCU-240) 7대와 지면반력기(Kist1er-9286AA) 2대를 이용하여 데이터를 수집하였다. 유의수준 .10에서 운동전 후 차이는 다음과 같다. 첫째, 최소 관절각의 변화는 발목의 저측/배측굴곡(왼쪽, $p=0.001^*$), 외번/내번(양쪽, $p=0.009^*$, $p=0.04^*$)과 무릎의 외전/내전(왼쪽, $p=0.04^*$) 및 엉덩이의 내측/외측 회전(양쪽, $p=0.07^*$, $p=0.02^*$)에서 통계적으로 유의하게 나타났다. 둘째, 최대 관절모멘트 변화는 발목관절의 외번/내번 모멘트(양쪽, $p=0.05^*$, $p=0.05^*$), 무릎관절의 외전/내전 모멘트(왼쪽, $p=0.08^*$) 및 엉덩이관절의 내측/외측 회전 모멘트(오른쪽, $p=0.09^*$)가 통계적으로 유의하게 나타났다. 셋째, 최대 관절파워의 변화는 엉덩이관절의 굴곡/신전(양쪽, $p=0.05^*$, $p=0.01^*$)과 내전/외전(양쪽, $p=0.02^*$, $p=0.00^*$) 및 무릎의 내전/외전(왼쪽, $p=0.00^*$) 파워가 통계적으로 유의한 차이를 보였다. 결론적으로 태권에어로빅스 몸통지르기동작이 여성노인들의 하지 관절에 부분적인 생체변화를 일으켰다.

스파이로파이란에 의한 표면 개질 및 자외선에 의해 유도된 표면 전위에 대한 분석 (Surface Modification Using Spiropyran-Derivative and Its Analysis of Surface Potential Induced by UV)

  • 이봉수;한동근;손태일;정영환
    • 대한화학회지
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    • 제55권3호
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    • pp.478-485
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    • 2011
  • 스파이로파이란이 함유된 물질은 자외선의 조사(irradiation)에 의해 메로시아닌 파생물로 변화되는데 이 물질은 페놀레이트 음이온과 아민 양이온으로 구성된 쌍극성(zwitterion) 이온을 가지고 있다. 이와 같은 메로시아닌 표면위에서 페놀레이트 음이온과 니켈 금속 양이온의 복합화는 표면 전하의 변화를 일으키며, 이를 Kelvin prove force microscopy (KFM)를 이용하여 측정하였다. 자외선 노출 시간에 따라 쌍극성 이온의 발생량의 정도가 달라지고, 이것을 표면 전위를 통해서 금속 이온을 매개로 간접적으로 측정할 수 있었으며 표면 전위는 자외선 노출시간이 증가함에 따라 선형적으로 감소하다가 결국 포화상태가 됨을 관측하였다. 또한 자외선 노출 시간이 증가함에 따라 니켈 이온의 부착된 양이 증가되는 결과를 XPS 방법을 사용하여 분석할 수 있었다. 이러한 성질은 다른 금속 이온의 검출 및 양적 분석을 위해 이용될 수 있을 것으로 생각되며, 금속이온과 결합 가능한 단백질이나 세포와 같은 생체물질을 양적 변화를 표면 전하량에 따라 제어할 수 있는 가능성을 제시하였다. 지금까지의 결과를 바탕으로 고선택성, 고감도를 가지고, 생체 물질의 정량적인 제어가 가능한 지지체 혹은 바이오칩을 만들 수 있을 것으로 예상한다.

볼링투구동작의 운동역학적 분석(II) (Mechanical Analysis of throw motion in Bowling)

  • 이경일
    • 한국운동역학회지
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    • 제12권1호
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    • pp.173-191
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    • 2002
  • The purpose of this study was defined efficient throw motion pattern to obtain the quantitative data and to achieve successful bowling through kinetic - kinematic variables on the throw motion. Subject of group composed of three groups : Higher bowlers who are two representative bowlers with 200 average points and one pro-bowler. Middle bowlers who are three common persons with 170 average points. Lower bowler who are three common persons with 150 average points. Motion analysis on throw motion in three groups respectively has been made through three-dimension cinematography using DLT method. Two high-speed video camera at operating 180 frame per secondary. One-way ANOVA has been used to define variable relations. Analyzed result and conclusion are the following : The displacement of back of the hand must have wider difference of each right-left displacement to increase the spin of the ball. In high bowlers group, difference between the front-rear position of back of the hand in case of success and that in case of failure in follow throw is 0.17m. That is to say, momentum in case of success come to increase greatly, compared with that in case of failure. To increase the spin of the ball, the potential difference should be narrower in follow through. In case of the high bowlers, the velocity of the front-rear direction of the back of the hand has been the fastest both in release and follow through, compared with those in other groups, which has contributed to increasing the spin force of the ball. The orders in the resultant velocity of the back of the hand has shown the this : the finger tip$\rightarrow$the back of the hand$\rightarrow$wrist.These orders made the proximal segment support the distal segment. The distal segment has provided the condition to accelerate the velocity. In case of failure, the suddenly increased velocity has caused the failure in the follow through. Acutely flexing the angle of the back of the hand has contributed to lifting to increase the spin of the ball.

폴리우레탄 바닥재에서 방향 전환 각도에 따른 하지 관절의 움직임과 마찰력에 관한 연구 (The Study of Joint Motion and Friction on the Floor of Poly Urethane for the Cutting Movement of Various Angles)

  • 문곤성;최지영
    • 한국운동역학회지
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    • 제25권3호
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    • pp.363-370
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    • 2015
  • Objective : The purpose of this study was to give the basic data for the cutting movement with the various angels on the poly urethane. Method : Ten healthy men voluntarily participated in this study. A three-dimensional motion analysis system (VICON) and force plates were used to analyze the movements of the joints for the lower extremities. For the statistical analysis the IBM SPSS 21.0 was used to perform repeated measured ANOVA and post-hoc comparison result was used to perform the Scheffe and the level of significance was set up at ${\alpha}=.05$. Results : There were significant differences for the time required for the increasing angles of the cutting movement(p<.05). In addition, there were significant differences for the maximum dorsiflexion, plantarflexion of ankle joint, maximum flexion of knee joint and hip joint with the increasing the angles of cutting movement(p<.05). Also, there were significant differences for the maximum adduction and abduction angle of the hip joint with the increasing of the angles of cutting movement. There was signigicant difference for the resultant utilized coefficient of friction(RuCOF) for the increasing angles of cutting movement(p<.05). Conclusion : There was a pattern to increase the coefficient friction with the angle of cutting direction. Also, it would be possible to use the poly urethane for the outdoor floor with the results of this study.

Pile-soil-structure interaction effect on structural response of piled jacket-supported offshore platform through in-place analysis

  • Raheem, Shehata E Abdel;Aal, Elsayed M. Abdel;AbdelShafy, Aly G.A.;Fahmy, Mohamed F.M.;Mansour, Mahmoud H
    • Earthquakes and Structures
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    • 제18권4호
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    • pp.407-421
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    • 2020
  • In-place analysis for offshore platforms is essentially required to make proper design for new structures and true assessment for existing structures, in addition to the structural integrity of platforms components under the maximum and minimum operating loads when subjected to the environmental conditions. In-place analysis have been executed to check that the structural member with all appurtenance's robustness have the capability to support the applied loads in either storm or operating conditions. A nonlinear finite element analysis is adopted for the platform structure above the seabed and pile-soil interaction to estimate the in-place behavior of a typical fixed offshore platform. The SACS software is utilized to calculate the dynamic characteristics of the platform model and the response of platform joints then the stresses at selected members, as well as their nodal displacements. The directions of environmental loads and water depth variations have significant effects in the results of the in-place analysis behavior. The most of bending moment responses of the piles are in the first fourth of pile penetration depth from pile head level. The axial deformations of piles in all load combinations cases of all piles are inversely proportional with penetration depth. The largest values of axial soil reaction are shown at the pile tips levels (the maximum penetration level). The most of lateral soil reactions resultant are in the first third of pile penetration depth from pile head level and approximately vanished after that penetration. The influence of the soil-structure interaction on the response of the jacket foundation predicts that the flexible foundation model is necessary to estimate the force responses demands of the offshore platform with a piled jacket-support structure well.

Influence of glide path on the screw-in effect and torque of nickel-titanium rotary files in simulated resin root canals

  • Ha, Jung-Hong;Park, Sang-Shin
    • Restorative Dentistry and Endodontics
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    • 제37권4호
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    • pp.215-219
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    • 2012
  • Objectives: The purpose of this study was to investigate the screw-in effect and torque generation depending on the size of glide path during root canal preparation. Materials and Methods: Forty Endo-Training Blocks (REF A 0177, Dentsply Maillefer) were used. They were divided into 4 groups. For groups 1, 2, 3, and 4, the glide path was established with ISO #13 Path File (Dentsply Maillefer), #15 NiTi K-file NITIFLEX (Dentsply Maillefer), modified #16 Path File (equivalent to #18), and #20 NiTi K-file NITIFLEX, respectively. The screw-in force and resultant torque were measured using a custom-made experimental apparatus while canals were instrumented with ProTaper S1 (Dentsply Maillefer) at a constant speed of 300 rpm with an automated pecking motion. A statistical analysis was performed using one-way analysis of variance and the Duncan post hoc comparison test. Results: Group 4 showed lowest screw-in effect ($2.796{\pm}0.134$) among the groups (p < 0.05). Torque was inversely proportional to the glide path of each group. In #20 glide path group, the screw-in effect and torque decreased at the last 1 mm from the apical terminus. However, in the other groups, the decrease of the screw-in effect and torque did not occur in the last 1 mm from the apical terminus. Conclusions: The establishment of a larger glide path before NiTi rotary instrumentation appears to be appropriate for safely shaping the canal. It is recommended to establish #20 glide path with NiTi file when using ProTaper NiTi rotary instruments system safely.

대퇴골두 무혈성 괴사증에 있어서 괴사 영역의 위치와 천공방향의 변화에 따른 대퇴골두 괴사영역에서의 응력 변화 분석에 대한 생체역학적인 고찰 (A Biomechanical Analysis of Stress Transfer Behaviors Within the Necrotic Area of Femoral Head secondary to Changes in Core Placement Direction on Various Distributions of Necrotic Areas in the Osteonecrosis of the Femoral Head)

  • 임도형;이성재;김정성;신정욱;김용식
    • 대한의용생체공학회:학술대회논문집
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    • 대한의용생체공학회 1998년도 추계학술대회
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    • pp.157-158
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    • 1998
  • The purpose of this study was to test the hypothesis that even very small change of the cue direction in the treatment of the early osteonecrosis could affect the outcomes of operation. For this, the changes in stress transfer within the necrotic area of the femoral head were investigated under various directions and placements of the core utilizing finite element method. The loading of 3188N, which represents after-heel-strike, was imposed in cubic cosine pattern. All nodes on the most distal surface of the model were constrained in all directions. All materials included were assumed to have linear-elastic behavior. The result says that the critical stress, which causes collapse of the femoral head, was reduced when the core was oriented toward the posterior side of the femoral head regardless of location of the necrotic area. The same result was obtained either fibular bone grafting or cementation was adopted. As a consequence, the biomechanical study suggests that the core should be directed toward the loading point where the resultant force is applied to get more desirable treatment of the osteonecrosis of the femoral head in the early stage.

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실험설계법을 이용한 다운더홀(DTH) 해머의 최적화 (Optimization of Down-the-Hole Hammer Using Experimental Design Method)

  • 황운규;임종혁
    • 대한기계학회논문집A
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    • 제40권6호
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    • pp.603-611
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    • 2016
  • 광물시장 성장과 함께, 고효율 DTH 해머 필요성이 함께 증가되고 있다. 그러나 DTH 해머는 지하 천공이라는 작동조건의 특성 때문에, 실험 데이터의 직접 취득이 어렵고, 실제 테스트를 하기 위해서는 DTH 드릴 리그와 많은 운용비를 필요로 한다. 본 연구에서는 이러한 DTH 해머의 제품개발 시간과 비용의 문제점을 컴퓨터 시뮬레이션을 이용하여 해결하고자 하였다. 이전 연구에서DTH 해머구조와 동작 원리를 분석하고, 시뮬레이션을 이용한 표준 모델을 제시하고, 그것을 실험과 비교 검증하였다. 이를 바탕으로 본 논문에서는 실험설계법을 이용하여DTH 해머의 타격에너지와 효율에 관한 제어인자를 도출하고, 이에 관한 최적화를 시도하였다. 그 결과 타격에너지를 14.9% 효율은 3.3% 높이는 결과를 얻었다.