• 대한조선학회논문집
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• 제30권4호
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• pp.93-101
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• 1993

본 논문에서는 최근에 개발된 선박의 스펙트럼 피로해석의 효율적인 방법을 다루었다. 본 연구에서는 Strip Method을 사용하여 운동해석 및 파랑하중을 추정한 결과로부터 응력 스펙트럼을 구하기 위해 단위하중성분에 대한 구조응답으로써 응력영향계수의 개념을 도입하였고 이를 구하기 위해 유한요소법을 적용하였다. 이와 같은 새로운 개념의 스펙트럼 해석방법은 많은 수의 파 주파수와 배의 전진각에 대하여 구조해석을 각각 수행하여야 하는 종래의 방법을 크게 개선한 것으로 본 연구에서는 이 개념을 종합화하여 피로손상을 추정하는 새로운 이론과 알고리즘을 제시하였다.

• Journal of the Korean Wood Science and Technology
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• 제40권6호
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• pp.363-369
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• 2012

연륜경사에 따른 전단강도 실험이 국내에서 생산되는 목재에 대해 실시됐다. 연륜경사는 전단강도에 영향했고, 경사진 연륜에서 최대였다. 전단강도는 나사못 유지력을 예측하기 위한 식에 포함됐다. 나사못 유지력의 예측식은 No. 8 나사못의 실험결과와 비교하여 25 mm와 30 mm 길이에서 8% 이내로 작게 예측되었으나 18 mm와 38 mm에서는 큰 값을 보였다. 전단강도를 사용한 나사못 유지력의 예측값과 실험값 사이에는 연륜경사에 따라 큰 차이를 보이지 않았다.

• Composites Research
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• 제12권5호
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• pp.65-79
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• 1999

본 논문은 단순지지된 복합재료 사각판과 원통쉘이 결합된 구조물의 자유진동해석을 위한 해석적 방법에 대하여 기술하였다. 결합전 단순지시된 사각판과 원통쉘의 응답을 얻기 위하여 고전적 판이론과 Love의 얇은 쉘이론에 기초한 에너지법을 적용하였다. 결합구조물의 해석에는 동적응답법을 적용하였고, 길이방향 판과 쉘의 결합부에서의 동적 주기 하중과 모멘트는 Dirac 델타 함수와 정현 함수를 사용하였을 때 연속조건을 만족함을 보였다. 또한 원통쉘의 기하하적 매개변수인 쉘의 길이 대 반경비와 반경 대 두께비에 따른 진동특성의 변화를 고찰하였고, 복합재료의 섬유 방향각과 직교이방성 매개변수가 결합 원통쉘의 기본 진동수에 미치는 영향에 미치는 영향에 대하여 연구하였다.

• 대한조선학회논문집
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• 제53권1호
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• pp.45-53
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• 2016

The interaction between the hull of ship and free surface of water generates important loads during slamming motion. In the present study, the slamming load applied on the sectional surface of two-dimensional arbitrary bodies has been investigated under several falling velocities. This simulation has been done with the commercial CFD software ANSYS FLUENT^®. Through the conventional MARINTEK experiments for the benchmark of the simulation, we verified the impact pressure values between the experiments and simulation results. Two arbitrary ship bow section models, Panamax-like(with small convex bulb and flare) and Post panamax-like(with large convex bulb and flare) are also investigated. Simulation results show that a maximum impact pressure on the Post panama-like shape is higher than the Panamax-like shape. According to both a lump of water generated by arbitrary shape and various dead-rise angles of the shape, the pressure picks were enhanced in the simulation.

• 대한치과보철학회지
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• 제39권2호
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• pp.125-145
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• 2001

To compare the stress distribution patterns between cement-retained and screw-retained implant supported fixed prostheses according to four different abutment types, a three dimensional finite element analysis was performed. The hypothetical three unit fixed partial denture case was modelled on the three implants(10mm length and 3.75 diameter) in mandibular bone. Four angles of implantation(vertical, 10, 15 and 20 degree inclined mesially) were created and three different directions of force (vertical, oblique, horizontal) were applied at the center of the second premolar and distal end of the first molar for each cases. Within the limits of this study, the results were as follows, 1. In vertically installed cases, the more stress was concentrated at upper components, but mesially inclined cases, the more stress was concentrated at cortical bone. 2, The more inclined mesially the more stress was observed, especially at cortical bone. 3. The cement-retained models showed lower principal stress and more even stress distribution than the screw-retained models. 4. The similar stress distribution pattern was showed in model 1 and model 2, model 3 and model 4. 5. The more stress was observed when the loads were applied at the distal end of 1st molar than the center of 2nd premolar. 6 The fixture and the model as a whole, lesser stress values were observed when vertical loads were applied as compared to horizontal and oblique loads.

• 지구물리
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• 제6권4호
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• pp.277-294
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• 2003

구조물의 시간경과에 따른 변형 및 성능저하 현상은 인위적 요인 및 시간경과에 따른 지반상태의 변화 혹은 지반 변위요인의 누적에 의해 발생한다 본 연구에서는 경상남도 경주시에 위치한 첨성대를 연구대상으로 설정하였다. 첨성대는 약 1,300여 년 전 건립된 석축구조물로서 지반침하로 약간 기울어져 있으며 일부 석재 사이의 틈이 벌어져 있는 상태이다 본질적인 대책수립을 위하여 본 연구에서는 이러한 목적을 위하여 차원 레이저스캐닝시스템에 의한 형상 역공학적 연구 물리탐사에 의한 지반공학적 특성 연구 및 고유진동수 측정에 의한 첨성대의 동적특성 등의 다음과 같은 연구들을 수행하였다 첫째 정밀측량에 의한 첨성대의 정밀한 변형량 측정 및 지속적인 변위측정을 위하여 차원 레이저 스캐닝에 의한 첨성대의 차원 공간위치정보를 취득하여 형상역공학에 의한 차원 벡터 이미지 형상구현 및 첨성대의 크기 변위량 변위방향 등 여러 가지 제원을 구하고자 하였다 둘째 다양한 비파괴적 물리탐사 방법들을 적용하여 첨성대 및 주변 지반의 물성분포 및 지반특성을 파악하고자 하였다 한편 다양한 물리탐사를 통하여 향후 유사한 조사에 있어서 적절한 물리탐사 방법을 제시하고자 하였다 셋째 경주 첨성대의 1/10모형에 대한 동적특성실험 및 실물에 대한 고유진동수 측정을 통해 첨성대의 구조적 특성을 연구하여 첨성대의 구조특성 및 상태판단 및 동적특성 파악에 의한 내진성능을 판단하고자 하였다.

• Smart Structures and Systems
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• 제23권1호
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• pp.81-90
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• 2019

The shear behavior of soil-concrete interface is mainly affected by the surface roughness of the two contact surfaces. The present research emphasizes on investigating the effect of roughness of soil-concrete interface on the interface shear behavior in two-layered laboratory testing samples. In these specially prepared samples, clay silt layer with density of $2027kg/m^3$ was selected to be in contact a concrete layer for simplifying the laboratory testing. The particle size testing and direct shear tests are performed to determine the appropriate particles sizes and their shear strength properties such as cohesion and friction angle. Then, the surface undulations in form of teeth are provided on the surfaces of both concrete and soil layers in different testing carried out on these mixed specimens. The soil-concrete samples are prepared in form of cubes of 10*10*30 cm. in dimension. The undulations (inter-surface roughness) are provided in form of one tooth or two teeth having angles $15^{\circ}$ and $30^{\circ}$, respectively. Several direct shear tests were carried out under four different normal loads of 80, 150, 300 and 500 KPa with a constant displacement rate of 0.02 mm/min. These testing results show that the shear failure mechanism is affected by the tooth number, the roughness angle and the applied normal stress on the sample. The teeth are sheared from the base under low normal load while the oblique cracks may lead to a failure under a higher normal load. As the number of teeth increase the shear strength of the sample also increases. When the tooth roughness angle increases a wider portion of the tooth base will be failed which means the shear strength of the sample is increased.

• Advances in concrete construction
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• 제14권3호
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• pp.195-204
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• 2022

As a brittle failure mode, punching-shear failure can be widely found in traditional RC slab-column connections, which may lead to the entire collapse of a flat plate structure. In this paper, a novel RC slab-column connection with inner steel truss was proposed to enhance the punching strength. In the proposed connection, steel trusses, each of which was composed of four steel angles and a series of steel strips, were pre-assembled at the periphery of the column capital and behaved as transverse reinforcements. With the aim of exploring the punching behavior of this novel RC slab-column connection, a static punching test was conducted on two full-scaled RC slab specimens, and the crack patterns, failure modes, load-deflection and load-strain responses were thoroughly analyzed to explore the contribution of the applied inner steel trusses to the overall punching behavior. The test results indicated that all the test specimens suffered the typical punching-shear failure, and the higher punching strength and initial stiffness could be found in the specimen with inner steel trusses. The numerical models of tested specimens were analyzed in ABAQUS. These models were verified by comparing the results of the tests with the results of the analyzes, and subsequently the sensitivity of the punching capacity to different parameters was studied. Based on the test results, a modified critical shear crack theory, which could take the contribution of the steel trusses into account, was put forward to predict the punching strength of this novel RC slab-column connection, and the calculated results agreed well with the test results.

• 한국강구조학회 논문집
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• 제24권5호
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• pp.535-547
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• 2012

PSRC 기둥은 앵글을 콘크리트에 매입시킨 기둥으로, 단면의 외곽 코너에 배치되는 앵글이 기둥의 휨-압축에 저항하고, 횡철근은 기둥의 전단과 앵글-콘크리트 사이의 부착에 저항한다. 본 연구에서는 KBC 2009에 따라 PSRC 합성기둥의 휨, 전단, 부착 설계방법을 정립하고, 단순지지된 2/3 스케일의 PSRC 보와 SRC 보의 2점 가력 휨실험을 통하여 제안된 설계법을 검증하고 PSRC 합성기둥의 파괴특성을 분석하였다. 단면의 강재비와 횡철근 간격을 실험 변수로 고려하였다. 실험결과, KBC 2009으로 예측한 PSRC 합성기둥의 휨, 전단, 부착 강도는 실험결과와 잘 일치하였다. 고강도 앵글이 기둥 단면의 외곽에 배치되므로 PSRC 합성기둥은 동일한 강재비를 갖는 일반 SRC 합성기둥 단면에 비하여 매우 우수한 휨저항 성능을 나타냈다. 그러나 앵글과 콘크리트 사이의 부착강도가 충분히 학보되지 못한 경우 합성기둥 단면의 휨항복강도를 발휘하기 이전에 앵글의 부착파괴, 피복콘크리트 파괴, 횡철근의 파단 등이 발생하였다. 또한 앵글 용접성 및 인성이 부족할 경우 앵글-횡철근 용접부에서 앵글의 파단에 의해 실험체가 파괴되었다.

• 대한인간공학회지
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• 제30권6호
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• pp.695-703
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• 2011

Objective: This study was to investigate the effects of coordinated upper-limb body postures on the subjective discomfort rating, heart rate, and muscle activities. Background: Although generally many checklists such as OWAS, RULA, and REBA were applied to evaluate various body postures, the body postures were might be overestimated or underestimated because each body part(i.e., back, shoulder, and elbow etc.) was evaluated separately, and then added all rates of individual body parts to assess an overall risk level for the body posture in these methodologies. Methods: A total of 20 participants maintained 14 postures which were combinations of back, shoulder, and elbow flexion angles and then muscle activities, subjective discomfort, and heart rates were collected every three minute during a sustained 15 minute and 0.5kg weight holding task. Four muscle groups were investigated: erector spine, anterior deltoid, upper trapezius, triceps brachii. Results: Results showed that subjective discomfort was the lowest when the angle of back and shoulder were both $0^{\circ}s$, while the body posture with $45^{\circ}$ of back angle and $45^{\circ}$ shoulder angle was rated as the most subjective discomfort posture. In general, the subjective discomfort ratings increased as back and shoulder flexion angles increased. It was noted that, however, the subjective discomfort of body posture with a $45^{\circ}$ back angle and $45^{\circ}$ shoulder flexion angle was lower than that of body posture with a $0^{\circ}$ back and $45^{\circ}$ shoulder flexion angle. The research findings of heart rates and muscle activities showed similar results for the analyses of subjective discomfort ratings. Conclusions: The possible limitations of the current ergonomics evaluation techniques which assessing a body posture with summing all body part score after individually analyzed in this study. Based on the analyses of subjective discomfort, heart rate, and muscle activities, it was recommended that a use of effects of coordinated upper-limb body postures would be considered when one evaluates work-load for various working postures. Application: These findings can be used for developing a more accurate assessment checklist for working posture as well as preventing musculoskeletal disorders of workers in workplaces.