• 한국표면공학회지
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• 제18권3호
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• pp.105-115
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• 1985

Lead-tin-copper ternary alloy electrodeposition is conducted onto the inner bore surface of plain bearings as an overlay in order to investigate the effect of slot width, current density and fluoboric acid concentration on the uniformity of overlay. The thickness of overlay is analyzed by means of current distribution resulting from the overvoltage of plating bath and the apparent distance between cathode and anode. The result demonstrate that the uniformity of overlay is remarkably dependent of the slot size and current density, but has little bearing on the fluoboric acid concentration over 100g/L. This present study indicates that uniform overlay is obtainable within the tolerable thickness of ${\pm}2{\mu}m$ by using the slot width of 22mm. The surface morphology examination also shows the important role of concentration polarization of the micro-uniformity of overlay. The micro-uniformity has improved at the low concentration polarization which resulted from operating at the low current density and high fluoboric acid concentration. The surface morphology of deposits exhibits the vivid pyramid crystalline in the plating condition of low concentration polarizatio and all deposits have columnar structure parallel to the applied electric field regardless of the electroplating condition used.

• Steel and Composite Structures
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• 제31권3호
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• pp.291-301
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• 2019

Pure torsion loading conditions were not frequently occurred in practical engineering, but the torsional researches were important since it's the basis of mechanical property researches under complex loading. Then a 3D finite element model with precise material constitutive models was established, and the effectiveness was verified with test data. Parametric studies with varying factors as steel yield strength, concrete strength and sectional height-width ratio, were performed. Internal stress state and the interaction effect between encased steel tube and the core concrete were analyzed. Results indicated that due to the confinement effect between steel tube and core concrete, the torsional strength of CFT columns was greatly improved comparing to plain concrete columns. The steel ratio would greatly influence the torque share between the steel tube and the core concrete. Then the torsional strength calculation formulas for core concrete and the whole CFT column were proposed. The proposed formula could be simpler and easier to use with guaranteed accuracy. Related design codes were more conservative than the proposed formula, but the proposed formula presented more satisfactory agreement with experimental results.

• Structural Engineering and Mechanics
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• 제81권5호
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• pp.539-550
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• 2022

A detailed experimental program was conducted to investigate the flexural behavior of ultra high performance concrete (UHPC) beams reinforced with high strength steel (HSS) rebars with a specified yield strength of 600 MPa via direct tensile test and monotonic four-point bending test. First, two sets of direct tensile test specimens, with the same reinforcement ratio but different yield strength of reinforcement, were fabricated and tested. Subsequently, six simply supported beams, including two plain UHPC beams and four reinforced UHPC beams, were prepared and tested under four-point bending load. The results showed that the balanced-reinforced UHPC beams reinforced with HSS rebars could improve the ultimate load-bearing capacity, deformation capacity, ductility properties, etc. more effectively owing to interaction between high strength of HSS rebar and strain-hardening characteristic of UHPC. In addition, the UHPC with steel rebars kept strain compatibility prior to the yielding of the steel rebar, further satisfied the plane-section assumption. Most importantly, the crack pattern of the UHPC beam reinforced with HSS rebars was prone to transform from single main crack failure corresponding to the normal-strength steel, to multiple main cracks failure under the condition of balanced-reinforced failure, which validated by the conclusion of direct tensile tests cooperated with acoustic emission (AE) source locating technique as well.

• Computers and Concrete
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• 제31권2호
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• pp.123-137
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• 2023

To fully understand shear mechanisms and composite effects of circular concrete-filled steel tube (CFST) columns, systematic numerical investigations were conducted in this paper by improved finite element models. The triaxial plastic-damage constitutive model of the concrete and the interactions between the concrete and steel tube were considered. Afterwards, the critical and upper bound shear span ratios of the circular CFST column under lateral shear loading were determined. The composite effects between the two materials were analyzed by comparing the shear resistance with plain concrete column and hollow steel tube. In addition, a method that predicts the shear bearing capacity of a circular CFST column was proposed. The confining effects on the concrete core and the restraining effects on the steel tube were considered in this method. The proposed formula can predict more accurate results than the methods in different codes and references.

• 대한정형외과학회지
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• 제56권2호
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• pp.150-156
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• 2021

목적: 제5 중족골 기저부 골절의 위치와 전위, 관절 침범, 분쇄 등의 특징이 조기 체중부하 치료의 결과에 어떤 영향을 미치는지 알아보고자 하였다. 대상 및 방법: 2013년 1월부터 2017년 7월까지 인제대학교 부산백병원에 내원하여 제5 중족골 기저부 제1, 2 구역 골절로 진단 받은 총 34명의 34예를 대상으로 하였다. 평균 추시 기간은 13개월(6-15개월)이었다. 동 기간 동안 수술적 치료를 시행한 경우는 없었고 1명의 경우 추시 기간 중 이전 골절 부위와 다른 부위의 재골절로 제외되었으며 총 33예 모두 보존적 치료를 시행하였다. 족부의 전후면, 측면 및 경사 방사선 촬영 및 컴퓨터 단층 촬영을 시행하여 골절의 위치와 전위, 관절 침범, 분쇄의 정도를 평가하였다. 33명의 모든 환자에게 있어서 수상 직후부터 단하지 석고고정 혹은 탈착 가능한 부츠형 보조기를 선택하여 착용 후 통증이 허용되는 범위 내에서 부분적인 체중부하를 허용한 뒤 통증이 소실되면 일반 신발 또는 수술 후 신발을 착용 후 전 체중부하를 시행하게 하였다. 임상적 결과로 최종 추시 시에 American Orthopedic Foot and Ankle Society (AOFAS) score를 평가하였다. 외래 추시 시 족부의 단순 방사선 촬영을 하여 방사선적 골유합 시기와 업무로의 복귀 시기를 확인하였다. 결과: 총 33명의 환자가 본 연구에 참여하였고(남자 9명, 여자 24명), 환자들의 평균 나이는 48.7세(16-80세)였다. 제1 구역이 24명, 제2 구역이 9명이었고 전체 33명의 환자 중 22명에서 2 mm 이상의 골절 전위가 관찰되었고 관절 침범은 9명, 분쇄 골절은 5명에서 관찰되었다. 제1 구역에서 제2 구역에 비하여 통계적 의미 있는 업무로의 복귀를 보였고 최종 추시 시 AOFAS score는 우수한 결과를 보였고 통계적 차이는 없었다. 골절의 전위 정도, 관절 침범 여부, 분쇄 정도를 분류, 비교하였을 때 방사선적 유합 시기, 업무 복귀 시기에 있어 통계적 차이는 없었으며 모든 경우에 있어 최종 추시 시 만족할 만한 결과를 보였다. 결론: 제5 중족골 기저부 골절에서 골절의 위치, 전위, 관절 침범, 분쇄 여부에 관계없이 조기 체중부하를 허용하여도 만족할 만한 임상적 결과를 얻을 수 있다. 제5 중족골 기저부 골절에서 조기 체중부하하 보존적 치료는 우수한 임상 결과를 얻을 수 있는 좋은 치료 방법이라 생각된다.

• 헤리티지:역사와 과학
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• 제44권1호
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• pp.4-29
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• 2011

복족류 패각화석층이 반복적으로 발달되어 있는 하동군 대송리 지역의 하산동층을 대상으로, 이 지역 퇴적층의 퇴적상 및 퇴적환경을 해석하고, 수반되어 있는 패각화석층의 화석화과정 발달특성을 토대로 이 지역 하산동층 퇴적 당시의 고환경을 해석하였으며, 이 결과를 바탕으로 연구지역 퇴적층의 암층서적 의미와 지질유산으로의 가치를 고찰하였다. 연구지역에 발달된 하산동층의 퇴적층은 붉은색층을 협재하지 않고 층의 횡적인 연장성이 양호한 회색질 우세의 퇴적층으로서 대규모 범람에 의해 충적평원 내에 얕은 호수가 형성되고 이후 소멸해 가는 과정을 통해 형성된 호수 주변의 사질평원 내지 이질평원에서 천호저에 이르는 환경의 퇴적층으로 해석된다. Brotiopsis wakinoensis 단일 종만이 집중되어 나타나는 특성을 보이는 연구지역의 패각 화석층은 Brotiopsis 속의 배타적 서식특성에 기인한 것으로 여겨지며, 패각화석층의 산출특성을 기준으로 3가지 유형으로 분류된다. 이 중 유형 1과 2는 이들이 서식하던 천호저 환경에서 사후에 층상범람 및 호수의 범람에 의해 이질평원 내지 사질평원으로 재동되어 화석화된 것이며, 유형 3은 충적평원상에 발달한 얕은 호수가 비교적 안정화된 시기에 호저에 집단으로 서식하던 복족류들이 죽은 후 서식하던 장소에 대부분 퇴적되어 형성된 것으로 해석된다. 하산동층의 충적평원층 내에 이와 같은 특성의 호수퇴적층이 수십 m 두께의 규모로 발달된 기록은 경상누층군 내에서 일어난 하산동층(하성평원)-진주층(호수)-칠곡층(충적평원) 간의 퇴적환경 변화의 축소판이라 볼 수 있으며, 이러한 특성의 퇴적층이 유사한 층준에 걸쳐 여러 지역에 발달되어 있음은 암층서에 의한 하산동층의 층서대비에 추가적인 설정이 필요함을 제시해 준다. 이와 함께 연구지역 하산동층의 복족류 패각화석층은 우리나라 백악기 초기의 고환경을 이해하는 데에 귀중한 자연사기록으로서, 향후 국내 백악기 연체동물 화석층의 지질유산으로서의 가치분석에 유용한 바탕자료가 될 수 있다.

• Journal of Korean Neurosurgical Society
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• 제41권2호
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• pp.77-81
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• 2007

Objective : In a variety of thoracolumbar diseases, corpectomy followed by interbody bone graft and anterior instrumentation has allowed direct neural decompression and reconstruction of the weight-bearing column by short segments fusion. In this study, we compared spinal stability of the two different anterior thoracolumbar instruments : Z-plate and Kaneda device representing plate and two-rods type, respectively. Methods : A retrospective review was performed for all the patients with thoracolumbar diseases or traumas treated with anterior corpectomy, autologous iliac bone graft, and fixation with instruments from 1996 to 2000. For the anterior instrumentation, Z-plate or Kaneda device was used for 24 [M:F=5:9, average age=37] and 12 [M:F=9:3, average age=41] patients, respectively. The plain AP and lateral flexion-extension films were taken immediately after surgery and at each follow-up. The sagittal and coronal Cobb's angles at the operation segments were used to observe the change of initial fixation status. The surgical time length and bleeding amount of the two groups were compared. Intra-operative and post-operative instrument associated complications were evaluated. Student t-test was used for statistical analysis and p-value less than 0.05 was considered to be significant. Results : Mean follow-up durations for Z-plate and Kaneda device were 24 and 21 months, respectively. The fusion rate was 91% for Z-plate and 100% for Kaneda device. Two cases of Z-plate group showed instrumentation failure during the follow up period, in which additional surgery was necessary. The mean differences of sagittal Cobb's angles among the AP images immediate after surgery and at follow-up were 7 and 2 degrees for Z-plate and Kaneda device, respectively [p<0.05]. The mean differences of coronal Cobb's angles were 5 and 2 degrees for Z-plate and Kaneda device, respectively [p<0.05]. No Intra-operative complication has occurred in both groups. There was no difference in surgery time and bleeding amount between two groups. Conclusion : We think that Kaneda device [rod type] is stronger than Z-plate [plate type] to keep the spinal stability after anterior thoracolumbar surgery.

• International Journal of Concrete Structures and Materials
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• 제9권2호
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• pp.241-254
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• 2015

A lot of reinforced concrete (RC) structures in Syria went out of service after a few years of construction. This was mainly due to reinforcement corrosion or chemical attack on concrete. The use of blended cements is growing rapidly in the construction industry due to economical, ecological and technical benefits. Syria is relatively rich in scoria. In the study, mortar/concrete specimens were produced with seven types of cement: one plain Portland cement (control) and six blended cements with replacement levels ranging from 10 to 35 %. Rapid chloride penetration test was carried in accordance with ASTM C 1202 after two curing times of 28 and 90 days. The effect on the resistance of concrete against damage caused by corrosion of the embedded steel has been investigated using an accelerated corrosion test by impressing a constant anodic potential. The variation of current with time and time to failure of RC specimens were determined at 28 and 90 days curing. In addition, effects of aggressive acidic environments on mortars were investigated through 100 days of exposure to 5 % $H_2SO_4$, 10 % HCl, 5 % $HNO_3$ and 10 % $CH_3COOH$ solutions. Evaluation of sulfate resistance of mortars was also performed by immersing in 5 % $Na_2SO_4$ solution for 52 weeks. Test results reveal that the resistance to chloride penetration of concrete improves substantially with the increase of replacement level, and the concretes containing scoria based-blended cements, especially CEM II/B-P, exhibited corrosion initiation periods several times longer than the control mix. Further, an increase in scoria addition improves the acid resistance of mortar, especially in the early days of exposure, whereas after a long period of continuous exposure all specimens show the same behavior against the acid attack. According to results of sulfate resistance, CEM II/B-P can be used instead of SRPC in sulfate-bearing environments.

• 한국강구조학회 논문집
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• 제24권2호
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• pp.189-197
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• 2012

벽식 스틸하우스 벽체의 구조재로 적용되어 오고 있는 박판냉간성형형강 스터드의 경우 열교현상에 의한 단열상의 문제를 가지고 있기 때문에 추가적인 단열재의 사용이 요구된다. 이러한 단열 문제를 해결하기 위하여 웨브에 슬릿이 배치된 냉간성형강 단열스터드가 개발되었다. 그러나 슬릿의 배치로 인하여 단면강도 산정은 대단히 어려운 문제점이 되고 있다. 본 논문에는 단열스터드의 압축강도 및 구조적인 거동에 대한 실험 및 해석적인 연구결과를 기술하였다. 슬릿의 길이, 간격 및 배열형태를 달리하는 세 종류의 단열스터드에 대한 압축실험을 단면의 파괴 시까지 수행하였으며, 실험 및 해석결과에 근거하여 복부에 슬릿이 있는 냉간성형강 스터드에 적용하기 위한 단순한 형태의 강도 산정방법을 제안하였다. 제안된 강도산정법에서는 단열스터드를 등가두께의 슬릿이 없는 일반스터드로 대치하고, 이 등가단면에 직접강도법을 적용하여 단열스터드의 공칭압축강도를 산출한다. 제안된 강도산정방법은 단열스터드 실험결과와 비교하여 검증하였다.

• 대한족부족관절학회지
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• 제10권2호
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• pp.247-249
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• 2006

Purpose: The neural injuries by the sprain around the ankle joint may contribute the chronic pain. Authors analyzed the incidence and the contributing factor of the neural injuries in ankle sprain. Materials and Methods: 52 patients (54 cases) were involved in this retrospective study. Patient with diabetes or spinal disease were excluded. Plain radiograph and MR image were evaluated. Treatments were consisted of cast immobilization for 4 weeks with weight bearing ambulation following bracing for 8 weeks. Neurologic evaluation were performed at 3 months, 6 months, 12 months post-injury period and each neural injury were confirmed by electromyography or lidocaine block test. Results: The average age was 39 years old and 34 cases were male and 20 cases were female. Rupture of the anterior talofibular ligament was observed in 48 cases, distal anterior tibiofibular ligament in 37 cases, calcaneofibular ligament in 6 cases. One cases revealed no injury of the ligament. Neural injuries around ankle was observed in 13 cases ; superficial peroneal nerve in 9 cases, sural nerve in 5 cases, saphanous nerve in 1 case. Neural injury was not influenced by the degree of ligament injuries but by the incidence numbers of ankle sprain. All cases were treated conservatively and symptom was subsided in all but 2 cases. Conclusion : Although the incidence is relatively low, the neural injuries in ankle sprain may occur in the recurrent ankle sprain and conservative treatment for neural injuries is satisfactory.