• Title/Summary/Keyword: 기계적 전단

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New Curved Beam Elements Including Shear Effects (전단 효과를 고려한 새로운 곡선보 요소)

  • 최종근;임장근
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.15 no.3
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    • pp.751-756
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    • 1991
  • 본 연구에서는 Ashwell이 제시한 변형률요소를 전단효과를 고려한 두꺼운 곡 선보 요소에 적용 하였다. 막 변형률, 곡률, 전단변형률 각각에 독립된 변형률 함수 를 가정하여 미분 방정식의 일반해를 구하면 정확한 강체변위의 표현은 물론, 강성과 잉현상을 피할 수 있고 얇은 곡선보에서 두꺼운 곡선보에 이르기까지 보의 해석에 있 어서, 2절점으로 구성되는 적은 자유도수에서 높은 정확도를 보여주는 간편하고도 효 율적인 요소를 개발하고자 하였다.

Experimental Evaluation on Shear Strength of High-Strength RC Deep Beams (고강도 철근콘크리트 깊은 보의 전단 강도에 관한 실험평가)

  • Lee, Woo-Jin;Yoon, Seung-Joe;Kim, Seong-Soo
    • Journal of the Korea Concrete Institute
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    • v.15 no.5
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    • pp.689-696
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    • 2003
  • Recently, Appendix A of ACI 318∼02 Code introduced the Strut-and-Tie Model(STM) procedure in shear design of deep flexural members. The STM procedure is widely used in the design of concrete regions where the distribution of longitudinal strains is significantly nonlinear, such as deep beams, beams with large openings, corbels, and dapped-end beams. Experimental study included five high-strength reinforced concrete deep beams with different detailing schemes for the horizontal and vertical reinforcement. The specimens were designed as simply supported beams subjected to concentrated loads on the top face and supported on the bottom face. At failure, all specimen exhibited primary diagonal crack running from the support region to the point load. Specimens which had mechanical anchorages(terminators) gives better representation of the load-carrying mechanism than the specimen had standard 90-degree anchorage at failure in deep flexural members. Based on the test results, shear design procedures contained in the ACI 318-99 Code, Appendix A of the ACI 318-02 Code, CSA A23.3-94 Code and CIRIA Guide-2 were evaluated. The Shear design of ACI 318-99 Code, Appendix A of the ACI 318-02 Code and CIRIA Guide-2 shown to be conservative predictions from 10% to 36% in the shear strength of the single-span deep beam which was tested. ACI 318-99 Code was the lowest standard deviation.

Force Analysis of the Face Milling Process by Shear Flow Stress Model (전단유동응력에 의한 정면밀링의 절삭력 해석)

  • 이우영;신효철
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.13 no.6
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    • pp.1170-1182
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    • 1989
  • 본 연구에서는 해석 기하학적인 접근 방법으로서 전단응력으로 표현되는 3차원 절삭이론을 유도하고 이것을 정면밀링의 해석에 적용하여 기본적인 파라메트 들은 실험이 비교적 용이한 선삭에서 결정하고 그들을 이용하여 밀링절삭력을 유효 하게 예측할 수 있도록 하는 방법을 제시하였다.

순수 굽힘 모멘트 장치와 순수 전단력 장치에 관한 고찰

  • 황재석
    • Journal of the KSME
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    • v.32 no.6
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    • pp.536-553
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    • 1992
  • 하중 종류 중에서 가장 기본적인 하중 중의 하나인 순수 전단력과 순수 굽힘 모멘트를 발생시 키고자 할 때는 아래와 같은 장치를 사용하는 것이 좋다. 1) 등방성체나 이방성체의 횡 전단계수 (G$_{12}$)와 횡 응력 프린지치(f$_{12}$) 등을 측정 하고자 할 때, 또는 모드 II (mode II)상태의 파괴역학을 연구하고자 할 때는 그림 1, 그림 2, 그림 3 그리고 그림 4 등에 제시된 것 중에서 적당한 것을 사용할 수 있다. 그러나 순수 전단 력이 발생되는 면적이 크고, 순수 전단력을 정확하고 균일하게 발생시키고자 할 때, 각 재료의 전단 물성치(shear properties) 측정, 모드II(mode II) 상태의 파괴역학을 연구하고자 할 때는 본 연구자가 고안한 H.I.S.T. 장치를 이용하면 편리하다. 2) 직선 보에 순수 굽힘 모멘트를 균일하고 정확하게 가하고자 할 대는 N.B.M.장치를 사용하는 것이 좋다. 또 N.B.M. 장치는 어느 보의 장치보다도 곡선보나 변형이 큰 보에도 더 정확하고 균일하게 순수 굽힘 모멘트를 발생시킬 수 있다.

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비대칭압연된 Cu-Fe-P합금의 미세조직 및 기계적 특성

  • Lee, Seong-Hui;Im, Jeong-Yun;Eo, Gwang-Jun;Han, Seung-Jeon
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2010.05a
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    • pp.53.1-53.1
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    • 2010
  • 비대칭압연의 일종인 이주속압연은 기존의 압연에서 도입되는 대칭적 변형과 매우 다른 변형을 도입할 수 있으므로 새로운 금속 소재의 제조 공정 프로세스로 많은 주목을 받고 있다. 이주속압연을 행하게 되면 중립점(neutral point)이 상부롤과 하부롤에서 다른 위치에 놓이게 되며, 이로 인해 일반 동속 압연과 달리 두께 표면부위에서만 도입되는 전단 변형을 내부까지 도입시킬 수 있으므로 두께 방향으로 균일한 변형을 부가할 수 있을 뿐 아니라, 재료 전체에 큰 상당 변형량을 도입할 수 있으므로 균일한 석출상의 생성을 가능하게 한다. 본 연구팀은 지난 연구에서 무산소동에 이주속압연을 실시하여 균일변형을 위한 최적 이주속압연조건을 확립하였으며, 연구결과를 토대로 새롭게 합금 설계한 Cu-Fe-P 동합금에 이주속 압연을 실시하여 압연조건에 따른 미세조직 및 기계적 특성 변화를 조사하였다. 그 결과 이주속압연이 동속압연에 비해 세 종류의 동합금 모두에서 두께 방향으로 균일한 전단변형을 도입할 수 있었으며, macrostructure면에서 두께 방향으로 불균일성은 그다지 크게 나타나지 않았다. 또한 인장특성은 이주속압연과 동속압연재 사이에 큰 차이가 없었으나 동속압연재와 달리 이주속압연재의 집합조직은 상부롤, 중심부, 하부롤 모두에서 압연집합조직이 발달하였다. 본 연구에서는 지난 연구결과를 토대로 이주속압연된 동합급에 $100^{\circ}C-800^{\circ}C$까지 여러 온도에서 30분간 Annealing을 실시하여 미세조직 및 기계적 특성을 조사 하였다.

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Thermal Decomposition and Mechanical Properties of Polycarbonate/ABS Blends Prepared by High Shear Rate Processing (고속전단에 의한 폴리카보네이트/ABS 블렌드의 열분해 및 기계적 특성 연구)

  • Yoo, Jae Jung;Yong, Da Kyoung;Lee, Han Ki;Kim, Dae Sik;Lee, Hyung Il;Kim, Sun Hong;Lee, Kee Yoon;Lee, Seung Goo
    • Polymer(Korea)
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    • v.38 no.4
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    • pp.471-476
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    • 2014
  • Polycarbonate (PC) and acrylonitrile-butadiene-styrene (ABS) blends were prepared using a high shear extruder to investigate their thermal decomposition and mechanical properties with shear rate and shear time. In this experiment, high shear rate, from 1000 to 3000 rpm, in blending process was applied for 10 to 40 sec, respectively. At high shear rate over than 2000 rpm, the initial decomposition temperature was dropped significantly compared to a compounded sample because of thermal decomposition of the blend by high shear. Consequently, high shear processing gave an important effect on the mechanical and thermal properties of the PC/ABS blend. In particular, elongation of the blend decreased significantly with shear rate.

Study on Mechanical Properties of Rice Culm (벼줄기의 기계적(機械的) 특성(特性)에 관(關)한 연구(硏究))

  • Hur, Yun Kun;Lee, Sang Woo
    • Korean Journal of Agricultural Science
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    • v.9 no.2
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    • pp.569-575
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    • 1982
  • Mechanical properties of rice plants were tested to determine compressive force, bending force, tensile force and shear force for improvement of harvesting machines and for efficient utilization of rice culm during the proper harvesting period. Rice varieties used in this study were two Japonica varieties with Irri 348 and Jinju, and two $Indica{\times}Japonica$ hybrids with Seogwang and Taebaeg, which were grown in the standard fertilization field of Chungnam Rural Development Office. Also Jinju and Taebaeg were tested to elucidate the shearing characteristics which included shear force-strain relationship, shear force and shear energy according to the position from the ground level, the shearing angle to the rice culm, and the moisture content. 1. Compressive force, bending force, tensile force and shear force were higher In Japonica varieties than $Indica{\times}Japonica$ hybrids. 2. Shear force to overall culm length decreased progressively to upper positions in Jinju variety but a constant shear force was approximately showed between the ground level and the position of 21cm in Taebaeg variety. 3. Shear force and shear energy increased with increase of the cross sectional area, and the rates of increase were high in general up to the cross sectional area of $10mm^2$ and then they became dull very much. 4. Shear force and shear energy decreased with decrease of moisture content of rice culm after cutting up to the moisture content of 60% (w. b.) and then they did not change significantly.

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Mechanical Behavior of Laminated Composites Using Scrim Prepregs for Fishing Rods (낚싯대 제조용 스크림 프리프레그 적층복합재료의 기계적 거동)

  • 정성균;정성교
    • Composites Research
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    • v.12 no.5
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    • pp.80-86
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    • 1999
  • Mechanical characteristics of composite laminates and cylindrical shell using scrim of glass scrim are evaluated in this paper. Composite laminates and cylindrical shells are made by inserting carbon scrim or glass scrim between layers. The mechanical properties are routinely characterized by ASTM stands. Experimental results show that the mechanical properties of UD prepreg in the transverse direction are highly improved by inderting scrims between layers.

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Shear Strength of SFRC Deep Beam with High Strength Headed Reinforcing Tensile Bars (고강도 확대머리 인장철근을 가지는 SFRC 깊은 보의 전단강도)

  • Kim, Young-Rok;Lee, Chang-Yong;Kim, Seung-Hun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.5
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    • pp.111-117
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    • 2019
  • Shear experiments were carried out to evaluate shear performance of SFRC deep beams with end-anchorage of SD600 high strength headed reinforcing tensile bars. The experimental variables include the end-anchorage methods of tensile bars (headed bar, straight bar), the end-anchorage lengths, and the presence of shear reinforcement. Specimens with a shear span ratio of 1 showed a pattern of the shear compression failure with the slope cracks progressed after the initial bending crack occurred. Specimens with end-anchorage of headed bars (H-specimens) showed a larger shear strengths of 5.6% to 22.4% compared to straight bars (NH-specimens). For H-specimens, bearing stress reached 0.9 to 17.2% of the total stress of tensile bars up to 75% of the maximum load, and reached 22.4% to 46%. This shows that the anchorage strength due to the bearing stress of headed bars has a significant effect on shear strength. The experimental shear strength was 2.68 to 4.65 times the theoretical shear strength by the practical method, and the practical method was evaluated as the safety side.

Evaluation and Test Method Characterization for Mechanical and Electrical Properties in BGA Package (BGA 패키지의 기계적${\cdot}$전기적 특성 평가 및 평가법)

  • Koo Ja-Myeong;Kim Jong-Woong;Kim Dae-Gon;Yoon Jeong-Won;Lee Chang-Yong;Jung Seung-Boo
    • Journal of the Microelectronics and Packaging Society
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    • v.12 no.4 s.37
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    • pp.289-299
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    • 2005
  • The ball shear force was investigated in terms of test parameters, i.e. displacement rate and probe height, with an experimental and non-linear finite element analysis for evaluation of the solder joint integrity in area array packages. The increase in the displacement rate and the decrease in the probe height led to the increase in the shear force. Excessive probe height could cause some detrimental effects on the test results such as unexpected high standard deviation and probe sliding from the solder ball surface. The low shear height conditions were favorable for assessing the mechanical integrity of the solder joints. The mechanical and electrical properties of the Sn-37Pb/Cu and Sn-3.5Ag/Cu BGA solder joints were also investigated with the number of reflows. The total thickness of the intermetallic compound (IMC) layers, consisting of Cu6Sn5 and Cu3Sn, was increased as a function of cubic root of reflow time. The shear force was increased up to 3 or 4 reflows, and then was decreased with the number of reflows. The fracture occurred along the bulk solder, in irrespective of the number of reflows. The electrical resistivity was increased with increasing the number of reflows.

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