• 대한토목학회논문집
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• 제40권5호
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• pp.445-454
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• 2020

차량과 충돌 시 분리되지 않는 감충형 슬라이딩 지주는 충돌 초기에 차량과 일체로 되어 강체운동을 한다. 이때 차량의 선형모멘텀이 지주에 전달되면서 차량의 1차 감속을 이루고 이어서 가이드레일 아래에 설치된 Energy-Absorbing Pipe (EAP)가 찌그러지면서 나머지 충돌에너지를 흡수하여 2차 감속을 이룬다. 따라서 EAP는 슬라이딩 지주의 핵심요소이고 그 크기는 지주기초 안에 설치될 수 있어야 한다. 본 논문은 국내 편 지식 표지판에 많이 사용되는 지주와 베이스구조를 합하여 총 507 kg의 무게를 갖는 감충형 슬라이딩 지주에 사용하기 위한 EAP의 개발에 관한 것이다. LS-DYNA프로그램을 이용한 충돌해석을 통하여 EAP구조를 설계하고 실차충돌실험을 통하여 감충성능을 평가하는 과정을 상세히 설명하였다. 본 연구를 통하여 제시된 EAP는 최소 0.9 ton-60 km/h에서 최대 1.3 ton-80 km/h 충돌에 대한 감충성능을 발휘하고 기초길이가 2.7 m 이하로 제약될 때 활용될 수 있다.

• 한국재료학회지
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• 제16권12호
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• pp.766-770
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• 2006

The frictional behavior of oxide films on top of the plasma nitrocarburized compound layers was investigated in terms of post-oxidation treatment temperatures. The post-oxidation treatment at both temperatures($400^{\circ}C,\;500^{\circ}C$) produced magnetite($Fe_3O_4$) films which led to a significant enhancement in corrosion resistance. However, this process did not result in any improvement in frictional behavior of the nitrocarburized surface. The wear mechanisms were governed predominantly by the abrasive action of the slider on the surface irrespective of the counterface material(SiC and Bearing steel). When the specimen was sliding against a SiC counterface, the oxide films were destroyed during the early stage of the sliding process and the wear debris of the oxide film at the sliding track had a great influence on the friction coefficient. On the other hand, when sliding against a bearing steel counterface, the slider was mainly worn out due to the much higher hardness of the surface hardened layer. The fluctuation of the friction coefficient of $400^{\circ}C$-oxidized/ nitrocarburized specimen is much severer than that of $500^{\circ}C$ specimen, due to the less amount of wear debris.

• 대한토목학회논문집
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• 제40권1호
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• pp.1-11
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• 2020

도로변에 설치된 중대형 지주구조물은 적절히 방호되지 않고 차량에 노출된 경우 충돌 시 심각한 차량 파손과 탑승자 상해로 이어진다. 북미지역이나 유럽은 차량에 노출된 지주에 대한 충돌피해를 줄이기 위하여 일반적으로 분리식 지주를 사용하고 있으나 분리된 지주의 낙하 시 2차 사고의 위험이 상존한다. 이를 해결하기 위한 방법으로 슬라이딩 지주가 제안되었다. 본 논문은 국도와 지방도에 많이 쓰이는 무게 507 kg의 편주식 지주구조에 대하여 기존의 방식으로 기초에 강결된 경우와 슬라이딩 지주로 개선된 경우에 대한 1.3 ton-60 km/h, 1.3 ton-80 km/h의 충돌실험을 실시하여 강결지주의 위험도를 보이고 슬라이딩지주의 감충성능(Crashworthiness)을 입증하였다. 한편 차량중심에서 계측된 가속도가 차량과 지주의 운동을 동시에 나타낸다고 보는 기존의 충돌해석 방법 대신 고속촬영 데이터를 이용하여 지주를 차량의 운동과 분리시켜 충돌과정을 단계별로 설명함으로써 감충성능을 갖는 지주설계의 기초를 제시하였다.

• Geomechanics and Engineering
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• 제24권1호
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• pp.81-89
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• 2021

Uniaxial compression tests were conducted on sandstone-CGFB composite samples with different interface angles, and their strength, acoustic emission (AE), and failure characteristics were investigated. Three macro-failure patterns were identified: the splitting failure accompanied by local spalling failure in CGFB (Type-I), the mixed failure with small sliding failure along with the interface and Type-I failure (Type-II), and the sliding failure along with the interface (Type-III). With an increase of interface angle β measured horizontally, the macro-failure pattern changed from Type-I to Type-II, and then to Type-III, and the uniaxial compressive strength and elastic modulus generally decreased. Due to the small sliding failure along with the interface in the composite sample with β of 45°, AE events underwent fluctuations in peak values at the later post-peak failure stage. The composite samples with β of 60° occurred Type-III failure before the completion of initial compaction stage, and the post-peak stress-time curve initially exhibited a slow decrease, followed by a steep linear drop with peaks in AE events.

• Clinics in Shoulder and Elbow
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• 제8권2호
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• pp.127-130
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• 2005

We describe a secure and easy-to-tie knot with a lag bight, the SP knot. An optimal sliding knot is required to be a low-profile, easy to throw, slide well, and provide a good initial security. The SP knot easily slides and sets while avoiding premature locking during sliding. While maintaining tension on the post limb with a knot pusher, pulling the loop limb makes it to flip and distort post limb, resulting in creation of a snug knot on the exact location with desired tension. The SP knot has one knot configuration before pulling the loop limb, but it converts to two knots after pulling the loop limb, one half-hitch and one 'clove hitch', which could provide enough loop security before any additional half-hitches. The configuration of the completed SP knot is formed lying along the loop of the knot, rather than stacking up, which enables a very low profile. The SP knot has various characteristics of the optimal arthroscopic slip knot and may be a useful tool for successful arthroscopic surgery.

• Computers and Concrete
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• 제13권5호
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• pp.587-601
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• 2014

A sophisticated finite element modeling approach is proposed to simulate unbonded post-tensioned concrete slabs. Particularly, finite element contact formulation was employed to simulate the sliding behavior of unbonded tendons. The contact formulation along with other discretizing schemes was selected to assemble the post-tensioned concrete system. Three previously tested unbonded post-tensioned two-way and one-way slabs with different reinforcement configurations and boundary conditions were modeled. Numerical results were compared against experimental data in terms of global pressure-deflection relationship, stiffness degradation, cracking pattern, and stress variation in unbonded tendons. All comparisons indicate a very good agreement between the simulations and experiments. The exercise of model validation showcased the robustness and reliability of the proposed modeling approach applied to numerical simulation of post-tensioned concrete slabs.

• Computers and Concrete
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• 제11권5호
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• pp.365-382
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• 2013

Although shear reinforcement in beams typically consists of steel bars bent in the form of stirrups or hoops, the addition of deformed steel fibres to the concrete has been shown to enhance shear resistance and ductility in reinforced concrete beams. This paper presents a model that can be used to predict the shear strength of fibrous concrete rectangular members without stirrups. The model is an extension of the plasticity-based crack sliding model originally developed for plain concrete beams. The crack sliding model has been improved in order to take into account several aspects: the arch effect for deep beams, the post-cracking tensile strength of steel fibre reinforced concrete and its ability to control sliding along shear cracks, and the mitigation of the shear size effect due to presence of fibres. The results obtained by the model have been validated by a large set of experimental tests taken from literature, compared with several models proposed in literature, and numerical analyses are carried out showing the influence of fibres on the beam failure mode.

• 대한물리의학회지
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• 제9권3호
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• pp.293-299
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• 2014

PURPOSE: The purpose of this study was to investigate the effect of functional training using a sliding rehabilitation machine (SRM) on the mobility of the ankle joint and balance in children with cerebral palsy (CP). METHODS: The subjects consisted of 11 children who were diagnosed with spastic CP. They carried out the functional training using the SRM for 30 minutes, three times a week, for 8 weeks. Before and after all of the training sessions, the subjects were tested using the Pediatric Balance Scale (PBS) and Gross Motor Function Measurement (GMFM), range of motion (ROM) in the ankle joint, the pennation angle of the gastrocnemius muscle and the fascicle length of gastrocnemius muscle were measured to determine the mobility of the ankle joint and balance ability. RESULTS: There were significant differences between the pre-test and post-test in the PBS and GMFM. The ROM of the ankle joint was significantly increased after the functional training using the SRM. Moreover, the fascicle length was increased and the pennation angle was decreased after the functional training using the SRM, but the difference was not significant. CONCLUSION: These results suggest that functional training using the SRM may have some effect on the mobility of ankle joint and balance in children with CP. According to the results, this study could present an approach to the rehabilitation or treatment of children with CP.

• KSTLE International Journal
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• 제2권1호
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• pp.55-58
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• 2001

The most widely-used orthopaedic grade polymer bearing liner material, ultrahigh molecular weight polyethylene (UHMWPE), for the total joint arthroplasty degrades after gamma-irradiation sterilization through the progressive oxidation in a shelf and in vivo. Oxidative degradation makes UHMWPE brittle and leads to decrease in mechanical properties. In this study the relationship between post-gamma-irradiation aging time and wear of UHMWPE was investigated. Six retrieved polyethylene hip liners implanted for 3-16 years and then stored in air for 1.5-6.5 years until tests were used. Two types of pin-on-disk wear testing were conducted by the uni-directional repeat pass rotating and by the linear reciprocating stainless steel disks against stationary polyethylene pins under 4Mpa at 1Hz with bovine serum lubrication in ambient environment. Wear of retrieved polyethylene hip liners does not have direct correlation with in vivo or total aging time. Linear reciprocal sliding motion generated more remarkable wear than uni-directional repeat pass sliding motion. It indicates that kinematic motion affects very crucially on the wear of aged UHMWPE having brittle white band region.

• 한국강구조학회 논문집
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• 제20권2호
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• pp.279-288
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• 2008

본 논문에서는 압축력을 받는 고장력 볼트 마찰이음부의 미끄러짐 거동을 3차원 유한요소 해석 및 실험을 통하여 규명하였다. 모재의 두께가 고장력 불트이음부에 끼치는 영향을 미끄러짐 하중, 볼트의 변형 및 파괴하중과의 관계와 함께 파악하였다. 초기 미끄러짐 하중 이후의 볼트의 강성을 고려한 이음부의 거동 모델을 제시하고 유한요소해석 및 실험을 통하여 비교, 분석하였다. 범용 유한요소해석 프로그램인 ABAQUS에서 지원되는 고체요소를 사용하여 해석모델을 작성하였고 모재 사이의 마찰 및 미끄러짐이 발생한 이후 볼트와 모재 사이의 마찰 등을 고려하였다. 기존의 문헌에 제시된 여러 가지 강재의 응력-변형도 관계를 적용하였으며 미끄러짐 변위와 볼트 주변의 축응력들을 비교하였다. 모재의 두께가 볼트의 직경보다 작은 경우에는 압축력에 의한 휨좌굴에 시험체에 발생하였고 모재의 두께가 볼트 직경보다 두꺼운 경우에는 볼트의 전단파괴가 이음부의 극한강도를 나타냄을 파악하였다.