• Journal of the Korean Wood Science and Technology
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• 제24권1호
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• pp.95-99
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• 1996

The bending and compression strength properties of two types Rhus verniciflua specimens, which made of no heat-treated wood and heat-treated wood for urushiol extraction, were measured. The heat-treated specimens were finger-jointed with either resorcinol-phenol or polyurethane resin adhesives, and the vertical type bending strength property was also measured in these specimens. The results obtained are as follows ; 1. The correlation coefficient between the compression strength and specific gravity in the specimens of no heat-treated and heat-treated wood was high. However there was no difference in compression strength property as affected by heat treatment. 2 The correlation coefficient between the bending strength and specific gravity in the specimens of no heat-treated and heat-treated wood was also high. However, there was no difference in bending strength property as affected by heat treatment. 3 The bending test showed high correlation between modulus of elasticity and modulus of rupture for the specimens made of no heat-treated and heat-treated wood. However, there was no difference in bending strength property between the specimens made of heat-treated and no heat-treated wood. 4. The efficiencies of bending strength test on the finger-jointed specimens of heat-treated wood with resorcinol-phenol and polyurethane resin adhesives were 0.85, 0.81. respectively.

• 한국운동역학회지
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• 제25권3호
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• pp.275-281
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• 2015

Objective : In order for Taekwondo athletes to perform destructive kicking performance, they are expected to have Taekwondo-specific muscle properties such as high muscle strength and power. The purpose of this study was to investigate the joint angle-dependent force-producing property of Taekwondo athletes' knee extensor muscles, which is one of the primary muscle groups involved in kicking performance. Method : Ten Taekwondo male athletes (age: $19.9{\pm}0.7yrs$, height: $180.6{\pm}6.2cm$, body mass: $75.9{\pm}8.9kg$, career: $9.2{\pm}2.9yrs$.) and 10 healthy male non-athletes (age: $26.3{\pm}2.6yrs$, height: $174.2{\pm}4.8cm$, body mass: $72.8{\pm}7.7kg$) participated in this study. Subjects performed maximum isometric knee extension at knee joint angles of $40^{\circ}$, $60^{\circ}$, $80^{\circ}$, and $100^{\circ}$ (the full knee extension was set to $0^{\circ}$) with the hip joint angles of $0^{\circ}$ and $80^{\circ}$ (the full extension was set to $0^{\circ}$). During the contractions, knee extension torque using an isokinetic dynamometer simultaneously with muscle activities of the rectus femoris (RF), and the vastus lateralis (VL) and vastus medialis (VM) using surface electromyography were recorded. Based on the torque values at systematically different knee-hip joint angles, the joint torque-angle relationships were established and then the optimal joint angle for the knee extensor was estimated. Results : The results of this study showed that the isometric knee extension torque values were greater for the Taekwondo athletes compared with the non-athlete group at all hip-knee joint angle combinations (p<.05). When the hip joint was set at $80^{\circ}$, the peak isometric torque was greater for the Taekwondo athletes compared with the non-athlete group ($313.61{\pm}36.79Nm$ and $221.43{\pm}35.92Nm$, respectively; p<.05) but the estimated optimum knee joint angles were similar ($62.33{\pm}5.71^{\circ}$ and $62.30{\pm}4.67^{\circ}$ for the Taekwondo athletes and non-athlete group, respectively). When the hip joint was set at $0^{\circ}$, the peak isometric torque was greater for the Taekwondo athletes compared with the non-athlete group ($296.29{\pm}45.13Nm$ and $199.58{\pm}25.23Nm$, respectively; p<.05) and the estimated optimum knee joint angle was larger for the Taekwondo athletes compared with the non-athlete group ($78.47{\pm}5.14^{\circ}$ and $67.54{\pm}5.77^{\circ}$, respectively; p<.05). Conclusion : The results of this study suggests that, compared with non-athletes, Taekwondo athletes have stronger knee extensor strength at all hip-knee joint angle combinations as well as longer optimum muscle length, which might be optimized for the event-specific required performance through prolonged training period.

• Structural Engineering and Mechanics
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• 제75권1호
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• pp.49-57
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• 2020

This paper presents a full-scale experimental test to investigate the flexural behavior of an innovative dovetail ultra-high performance concrete (UHPC) joint designed for the 5^th Nanjing Yangtze River Bridge. The test specimen had a dimension of 3600 × 1600 × 170 mm, in accordance with the real bridge. The failure mode, crack pattern and structural response were presented. The ductility and stiffness degradation of the tested specimens were explicitly discussed. Test results indicated that different from conventional reinforced concrete slabs, well-distributed cracks with small spacing were observed for UHPC joint slabs at failure. The average nominal flexural cracking strength of the test specimens was 7.7 MPa, signifying good crack resistance of the proposed dovetail UHPC joint. It is recommended that high grade reinforcement be cooperatively used to take full advantage of the superior mechanical property of UHPC. A new ductility index, expressed by dividing the ultimate deflection by flexural cracking deflection, was introduced to evaluate the post-cracking ductility capacity. Finally, a strut-and-tie (STM) model was developed to predict the ultimate strength of the proposed UHPC joint.

• Composites Research
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• 제23권1호
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• pp.37-43
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• 2010

이 연구에서는 볼트로 겹침이음된 펄트루젼 복합재의 접합부에 대한 구조적 거동을 실험적 연구를 통해 조사하였다. 펄트루젼 복합재 접합부의 구조적 거동 조사에 앞서 재료의 역학적 성질을 파악하기 위해 펄트루젼 복합재의 인장 및 전단실험을 수행하였고, 이를 바탕으로 볼트의 수와 배열을 변수로 3종류의 겹침이음 시편을 제작하였다. 겹침이음 접합부 실험은 접합부를 중심으로 인장하중이 작용하도록 하중을 재하하였고, 하중증가에 따른 접합부의 구조적 거동 및 파괴모드를 조사하였다. 실험결과 접합부에 대한 파괴는 대부분 전단파괴로 나타났으며, 실험을 통해 얻어진 데이터를 분석하여 설계를 위한 기초자료로 활용될 수 있도록 하였다.

• 지구물리와물리탐사
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• 제10권4호
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• pp.314-321
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• 2007

최근에 들어서 물성이 서로 다른 두 종류의 탐사자료의 복합역산에 대한 연구가 활발하게 이루어지고 있다. 이는 복합역산에 의하여 훨씬 더 정확한 지하구조 영상을 계산할 수 있을 뿐만 아니라 물리탐사 변수가 아닌 다른 물성 분포의 유도가 물리탐사로서 가능해지기 때문이다. 이 연구에서는 (1) cross-gradient로 정의되는 두 지하구조의 유사성의 최대화, (2) 두 물성간의 상관관계의 최대화, (3) 지하 물성 분포에 대한 선험적 정보의 3 종류 제한을 채택한 탄성파 굴절법 주시 토모그래피와 전기비저항 탐사 자료의 복합역산법을 개발하였다. 지표 전기비저항과 탄성파 굴절법 탐사의 수치실험을 통하여, 제안한 복합역산법의 효용성과 각종 제한조건의 효과를 분석하였다. 특히 제한조건을 적절히 이용할 경우, 탄성파 탐사의 저속도층에 의한 숨은 층 문제를 복합탐사 및 역산으로 해결할 수 있음을 알 수 있었다.

• 지질공학
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• 제17권2호
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• pp.289-297
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• 2007

매년 강우로 인해 발생되는 사면파괴는 많은 재산피해와 인명피해를 발생시키고 있다. 사면재해로부터의 피해저감을 위해 인간의 생활권과 인접한 사면에 대한 지속적인 관리를 통해 이들의 안정성 검토와 보강 대책이 요구된다. 연구지역은 편마암으로 이루어진 암반사면으로써 단층작용으로 인해 대규모 절리군이 형성되어 있는 풍화암 내지 연암의 풍화 특성을 보여준다. 조사사면을 자연사면과 절취사면으로 구분하여 현장자료를 검토한 결과, 자연사면에서는 주 절리군이 형성된 4개 지점에서 평면파괴와 쐐기파괴 가능성이 우세하였으며, 절취사면의 경우 8개 지점에서 쐐기파괴 발생 가능성이 높게 나타났다. 또한 SLIDE 2D에 적용해 이들 사면의 최소안전율에 대한 수치해석 결과에서는 자연사면보다 절취사면의 안정성이 비교적 취약한 것으로 분석되었다.

• Journal of the Korean Wood Science and Technology
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• 제41권4호
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• pp.318-326
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• 2013

소나무와 스프루스재를 사용하여 핑거공차를 0.15 mm로 고정하고 핑거피치 4.4 mm (Type S)와 6.8 mm(Type L)의 2종류 및 레조시놀 페놀 수지 접착제 및 수용성 비닐 우레탄 수지접착제로 2종류의 사용하여 종접합시키고 또한 2본의 종접합재를 이용하여 횡방향으로 핑거접합부를 양쪽으로 이동시키면서 접착하여 핑거접합부위의 배치거리를 접합재의 두께를 기준으로 하중점 중앙으로부터 양쪽 핑거접합부까지의 거리를 접합재 두께의 비율($R_t$) 0, 1.5, 2, 2.5, 3배의 5조건으로 제조하여 3점 중앙집중식 휨강도성능시험을 한 결과는 다음과 같다. 1) 휨탄성계수는 핑거접합부의 위치 이동과 관계없이 접착제의 종류, 핑거의 형상에 따른 영향은 나타나지 않았다. 2) 휨강도는 접착제의 종류, 핑거의 형상에 관계없이 하중점 중앙에서부터 멀어질수록 거의 직선적으로 증가하였으며 핑거접합부가 소재두께 비율의 3배에서는 소재와 같은 값을 나타내었다. 3) 시험편의 파괴는 하중점 중앙에서부터의 핑거접합부까지의 거리가 두께의 비율이 0, 1.5배에서 모두 핑거접합부에서 파괴되었으며 거리가 멀어질수록 접합부에서의 파괴가 적게 일어나다가 두께비율의 3배에서는 전혀 나타나지 않았다.

• 소성∙가공
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• 제29권5호
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• pp.257-264
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• 2020

This paper is concerned with the influence of the plastic property of the rivet on the numerical prediction of the Self-Piercing Rivet (SPR) Joining. In order to predict the plastic property of the rivet, a ring compression specimen was directly fabricated from the rivet used for the mechanical joining of dissimilar materials, and the FE analysis together with the ring compression test was iteratively carried out by changing the plastic property of the rivet. For reliable FE analysis, a friction coefficient was estimated based on a friction calibration curve, measuring the reductions in inner diameter and height of the ring specimen after the compression test. From each simulation result, the force-displacement curves were then compared from each other so as to obtain the rivet plastic property that shows good agreement with the experimental result. The SPR joining between GA590 1.0t and Al5052 2.0t was conducted, and the numerical prediction was performed with the use of the plastic property evaluated based on the inverse analysis and the one referred from Mori et al. [11]. Comparison of the experiment and the numerical predictions in terms of the interlock and bottom thickness revealed that the reliable evaluation of the plastic property of the rivet is necessary for the trustworthy numerical prediction of the SPR joining.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.411-412
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• 2009

본 연구는 구조체 콘크리트의 강도를 평가, 관리 하는 기법이 건설현장에서 많은 문제점과 어려움을 내포하고 있어 이에 본 연구는 접합분리 시험체를 이용 구조체 콘크리트를 강도평가 하여 구조성능평가 및 현장 적용성 검증에 목적이 있다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2002년도 ICCAS
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• pp.119.2-119
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• 2002

In this paper a passive compliant joint (PCJ) for human-friendly service robots is presented. The PCJ is composed of a magneto-rheological damper and a spring for elasticity. In the magneto-rheological damper, a braking force proportional to the electric current is generated. It works as a viscous damper by controlling the electric current according to the angular velocity of spring displacement. The compliance property and position control of the PCJ are verified through experiments and simulations to a single DOF simple arm with the PCJ.