• Title/Summary/Keyword: 힘-변위 상관도

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Force-Displacement Relationship Diagram for Shear Connections in Vertical Construction Joints of Slurry Walls (지하연속벽 수직시공이음부의 전단접합부에 대한 힘-변위 상관도)

  • Lee, Jeong-Young;Kim, Seung-Weon;Kim, Doo-Kie
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.397-398
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    • 2023
  • To design the shear connections for vertical construction joints of slurry walls, it is necessary to create a force-displacement curve that represents the structural performance of the shear connections. This paper proposes a method for preparing the force-displacement curve of the shear connections including major considerations.

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Correlation between Analysis and Experiment on Inelastic Behavior of Reinforced Concrete Frame (철근콘크리트 골조의 비탄성 거동에 관한 실험 및 해석의 상관성)

  • 이한선;김상대;박철용
    • Magazine of the Korea Concrete Institute
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    • v.9 no.6
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    • pp.255-266
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    • 1997
  • 본 논문의 목적은 내진상세를 가진 철근콘크리트 골조의 비탄성 거동 예측에서 현재 사용되고 있는 해석적 방법이 가지는 신뢰성을 검토하고 실험에서 실측할 수 없었던 내부 힘의 분포 및 변화과정을 관찰하는 것이다. 이를 위하여 이미 실험이 수행된 2경간 2층 내진상세 모멘트-저항 철근콘크리트 평면골조(1)를 대상으로 ICARC 2D 프로그램(3)을 사용하여비탄성해석을 수행하였다. 해석결과가 실험결과에 최대한 일치하도록 관련 모델 변수들을 조절하였다. 이러한 해석결과가 실험결과와 어느 정도 일치하는 지 비교하였으며, 해석결과 얻어진 내부 힘의 발전과정을 관찰한결과 다음과 같은 결론에 도달하였다. (1)전체 횡력-횡변위 관계는 실험결과에 매우 유사하게 해석결과를 얻을 수 있다. (2)구조물의 힘의 분포 및 재분재 과정에 관련하여 해석은 구체적인 정보를 제사하였으며 실험결과 나타난 균열 및 변형결과와 대체로 일치한 소성힌지 발생과 파괴메카니즘을 나타내어 그 유용성을 입증하고 있다. (3)해석결과가 대체로 실험결가아 일치하나 국부거동과 관련하여 일부분 실제거동과 상당한 차이를 나타내어, 보다 정확한 모델을 개발할 필요성을 느낀다.

Model on the Elastic Deflection of Temple of the Spectacle Frame (안경테 다리의 탄성변형에 관한 모델)

  • Kim, Dae-Soo
    • Journal of Korean Ophthalmic Optics Society
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    • v.12 no.1
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    • pp.41-51
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    • 2007
  • Differential equations and their solutions were formulated to describe the deflection of the tapered, nonuniform thickness and width's temple, clamped at one end while the perpendicular force is acting on the other end which is freely suspended. The model was derived based on laws of continuity at every point inside the elastic medium that the deflection, tangent slope, bending moment, shearing force must be continuous within the medium. The model is found to be in good agreement with measurements on the beta titanium temple with the correlation 0.992 and p=0.999(Chi test). Therefore it is possible to predict the effect of various temple parameters such as elastic modulus, thickness, width on the deflection of the temples being considered.

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A Study on the Correlation Improvement between FEA and Test for a Pedestrian Lower Legform Impact (보행자보호 Lower Legform 충격의 해석 대 시험 상관성 개선에 관한 연구)

  • Park, Dong-Kyou
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.12 no.4
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    • pp.1515-1522
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    • 2011
  • This paper proposed the finite element analysis technique for improving the correleration accuracy between FEA and test on a pedestrian lower legform impact. Europe has been evaluating the bumper pedestrian impact by Euro-NCAP, and it will also be applied in a domestic area by K-NCAP in 2013. By using the compression test result of bending resisting stiffener, a pedestrian bumper modeling guide was presented by analayzing the force-displacement curve of stiffener. And by using the sensor measurement results in car pedestrian test, pedestrian impact behavior was analyzed between test and finite element analysis result. Finally, the finite element analysis guide for a pedestrian bumper impact was presented to improve the correleration accuracy.

THREE DIMENTIONAL FORCE ANALYSIS OF FORCE SYSTEM IN CONTINUOUS ARCHWIRE BY FINITE ELEMENT METHOD (CONTINUOUS ARCHWIRE의 FORCE SYSTEM에 대한 3차원 유한 요소법적 연구)

  • Row, Joon;Ryu, Young-Kyu
    • The korean journal of orthodontics
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    • v.26 no.1 s.54
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    • pp.17-32
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    • 1996
  • It is important to understand the operating mechanism and force system of fixed appliance that most effective for individual tooth movement in various orthodontic appliances. The archwire system of fixed appliance is devided into 3 types, which is continuous arch, segmented arch and sectional arch. The last two types have longer interbracket distance and simple force operating points, so it is easy to control force system by operator. But the continuous arch has shorter interbracket distance and various bracket geometry, so it is hard to control and anaylze the force system. The purpose of this study was three dimentional force and moment analysis of continuous arch system by finite element method, which is similar situation to three dimentional elastic beam in structural engineering. Several sample form of various bracket geometry and artificial lower crowding typodont made by author were constructed, analyzed and compared each other. The results were as follows : 1. The force magnitude is linear proportional to the degree of displacement or tilting of the bracket. 2. The force magnitude is inversely non-linear proportional to the interbracket distance. 3. In three dimensional typodont model, while the force can be compared with that of the sample form in the area where adjacent bracket geometry is simple, the force is much more than the expected value in the area where adjacent bracket geometry is complex.

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FEM Analysis of the Effects of Mouth guard material properties on the Head and Brain under Mandibular Impact (구강보호장치의 재료적인 특성이 하악골 충격 시악골 및 두부에 미치는 영향에 관한 유한요소분석)

  • Kang, Nam-Hyun;Kim, Hyung-Sub;Woo, Yi-Hyung;Choi, Dae-Gyun
    • The Journal of Korean Academy of Prosthodontics
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    • v.46 no.4
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    • pp.325-334
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    • 2008
  • Statement of problem & Purpose: The purpose of this study was to investigate the effect of a mouth guard material properties on the skull and brain when they were under impact loads on mandible. Material and methods: Two customized mouth protectors having different material propeerst ieach other were made for a female Korean who had no history of brain trauma, no cerebral diseases, nomal occlusion and natural dentition. The 3D finite element model of human skull and brain scanned by means of computed tomography was constructed. The FEM model of head was composed of 407,825 elements and 82,138 nodes, including skull, brain, maxilla, mandible, articular disc, teeth and mouth guard. The stress concentrations on maxillary teeth, maxilla and skull with two mouth guards were evaluated under oblique impact load of 800N onto mandibular 3 loading points for 0.1sec. And the brain relative displacement was compared in two different mouth guard materials under same condition. Result and Conclusion: The results were as follows; 1. In comparison of von Mises stress on maxillary teeth, a soft mouth guard material had significantly lower stress values on measuring point than a hard mouth protector materials (P < .05). 2. In comparison of von Mises stress on maxilla and skull, A soft mouth protector material had significantly lower stress values on measuring point than a hard mouth protector materials (P < .05). 3. For impact loads on mandible, there were more stress concentrated area on maxilla and skull with hard mouth guard than soft with mouth protector. 4. For impact loads on mandible, brain relative displacement had little relation with mouth guard material properties. In results of this study, soft mouth guard materials were superior to hard mouth guard materials for mandible impact loads for prevention of sports injuries. Although the results of this study were not enough to figure out the roles of needed mouth guard material properties for a human head, we got some knowledge of the pattern about stress concentration and distribution on maxilla and skull for impact loads with soft or hard mouth protector. More studies are needed to substantiate the relationship between the mouth guard materials and sports injuries.