• Title/Summary/Keyword: 뒤틀림

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동전선의 열열화에 의한 특성변화 분석

  • 최충석;김향곤;김혁수
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 2000.11a
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    • pp.64-67
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    • 2000
  • 옥내전선의 도체재료로 주로 동(CU)이 사용되고 있으며, 절연재료로는 염소(Cl)를 주성분으로 한 콤파운드가 사용되고 있다. 전선을 장시간 사용하게 되면 전기적, 열적, 기계적, 환경적 요인 등에 의해 열화가 진행되며, 도체 및 절연물의 열분해, 산화, 뒤틀림 등에 의한 특상저하로 전기설비 및 전기기기에 재해를 유발하게 된다.(중략)

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Effect of High-temperature Redrying on Drying Characteristics of CCA-treated Lodgepole Pine Dimension Lumber (고온 재건조가 CCA 처리 Lodgepole Pine 각재의 건조 특성에 미치는 영향)

  • Kim, Gyu-Hyeok
    • Journal of the Korean Wood Science and Technology
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    • v.18 no.3
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    • pp.34-41
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    • 1990
  • 본 연구는 CCA로 방부(防腐)처리된 Lodgepole pine 각재(角材)의 재건조(再乾燥)시 고온건조법(高溫乾燥法)의 적용이 건조속도(乾燥速度) 및 건조결함(乾燥缺陷)의 발생에 어떻게 영향하는가를 고찰하고자 수행되었다. 고온건조시 건조속도는 통당(通常) 열기건조(熱氣乾燥)시보다 약(約) 2.5배 증가되었으며, 방부처리재의 재건조 속도는 처리전(前)의 전건조속도보다 약간 감소됨을 보였다. 표면할열(表面割裂)의 발생정도(程度)은 전건조시의 경우, 고온건조시 보다 심(甚)하였으나 재건조시에는 건조방법간에 큰 차이가 없었다. 방부제의 침투(浸透)를 도모(圖謀)하기 위하여 자상(自傷)처리(Incising)된 각재의 경우에는 재건조시 절개부(切開部)의 연장(延長)에 의해 할렬의 정도가 증가됨을 보였다. 뒤틀림(Warping)의 발생정도는 고온건조시가 통상 열기건조에 비해 심하지 않았으며, 전(全) 건조과정을 통하여 발생된 뒤틀림은 WWPA가 정(定)해놓은 Lodgepole pine 2등급(等級)(No. 2 grade)의 뒤틀림 허용치(許容値)의 범위내(範圍內)에 있음을 보였다. 결론적(結論的)으로, 고온건조시 증가되는 건조속도와 건조재의 질(質)에 큰 영향을 주지않는 범위내에서 발생되는 건조결함을 고려할 때, Lodgepole pine의 전건조및 CCA 처리후 재건조를 위해 큰 문제없이 고온건조법이 적용될 수 있음을 보였다.

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Inelastic Buckling Behavior of I-Beam Under Uniform Bending (균일한 수직하중을 받는 I형강의 비탄성 좌굴거동에 의한 설계)

  • Lee, Dong Sik;Oh, Soon Taek
    • Journal of Korean Society of Steel Construction
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    • v.16 no.1 s.68
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    • pp.61-72
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    • 2004
  • This study investigated the inelastic lateral-torsional buckling of simply supported beams under a central concentrated load and a uniformly distributed load. A line-type finite element, method was incorporated with the "so-called" simplified and polynomial patterns of residual stresses. The effect of the load height was also considered in this study. The polynomial residual stresses assumed in this study was a quartic distribution in the flange and a parabolic distribution in the web. The inelastic lateral-torsional buckling of beam was analyzed with four different I-sections manufactured in Korea. Results obtained in this study were compared with KSDM(design method in the 1995 Korean Steel Designers' Manual). The design method in KSDM was found to be generally conservative with and without a sub-beam attached to the main beam, which acted as an intermediate restraint.

Numerical Analysis and Experimental Measurement of Hygroscopic Warping Effects for Cellulose Fibres (셀룰로스 복합소재에서의 수분에 의한 뒤틀림 변형효과를 위한 수치해석적 실험적 연구)

  • Kim, Byeong-Sam;Kim, Ki-Jun
    • Journal of the Korean Society of Safety
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    • v.19 no.1
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    • pp.117-123
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    • 2004
  • The prediction to the hydroscopic moisture warping behaviors is analyzed for cellulose-based laminates using a numerical method base on a modified classical laminate(MCL) theory for hygroscopic moisture deformations with cycling testing data. The experimental measurement of the interferometric hygroscopic warping effects, moisture generator, and curvature of cellulose reinforced epoxy laminates is studied under cyclic environmental conditions using a Moire interferometer coupled. Accurate determination of curvatures provides a description of dimensional stability evolution; the tools for validation of computational internal stress and for the warpage prediction in model safety.

Removal Torque of Mg-ion Implanted Clinical Implants with Plasma Source Ion Implantation Method (마그네슘 이온주입 임플란트의 뒤틀림 제거력에 관한 연구)

  • Kim, Bo-Hyoun;Kim, Dae-Gon;Park, Chan-Jin;Cho, Lee-Ra
    • Journal of Dental Rehabilitation and Applied Science
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    • v.25 no.1
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    • pp.41-52
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    • 2009
  • The surface treatment of titanium implant could bring out the biochemical bonding between bone and implant. The purpose of this study was to evaluate the biomechanical bone response of Mg-ion implanted implants with plasma source ion implantation method. Twelve New Zealand white rabbits were included in this study. Each rabbit received one control fixture (blasted with resorbable blasting media, RBM) and three types of Mg ion implanted fixtures in tibiae. The implants were left in place for 6 weeks before the rabbits were sacrificed. Removal torque value and resonance frequency analysis (ISQ) were compared. The repeated measured analysis of variance was used with $P{\leq}0.05$ as level of statistical significance. ISQ was not different among all groups. However, the ISQ was increased after 6 weeks healing. The group had lowest ISQ value showed the greatest increment. Mg-1 implants with 9.4% retained ion dose showed significantly higher removal torque value than that of the other implants. From this results, it is concluded that the Mg-1 implants has stronger bone response than control RBM surface implant.

Buckling Analysis of Stiffened Plates with Elastic Supports Subjected to In-Plane Bending Moment Considering Warping of End Stiffeners (지지단 보강재의 뒤틀림을 고려한 면내휨을 받는 탄성지지 보강판의 좌굴해석)

  • 이용수
    • Computational Structural Engineering
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    • v.10 no.1
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    • pp.135-148
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    • 1997
  • The main objective of this paper is to analyze the rectangular stiffened plates with two opposite ends elastically restrained and the others simply supported subjected to in-plane bending by Finite Element Method. Another objective is to develope Classical Method analyzing the unstiffened rectangular plates with the above boundary conditions. In order to validate finite element and classical methods, the buckling strengths of the rectangular plates with four simply supported ends, and with two simply supported and the others fixed ends by finite element method and classical method are compared with those of references. In finite element method, elastically restrained ends can be obtained as considering torsional and warping rigidities of end stiffeners. The buckling strengths of the rectangular plates with elastically restrained ends by finite element and classical methods are calculated and compared with each other. In case of stiffened plates, to validate finite element method, the buckling strengths of the rectangular stiffened plates with four simply supported ends, and with two simply supported and the others fixed ends are also compared with those of references. The buckling strengths of the rectangular stiffened plates with elastically restrained ends by finite element method are calculated as solving eigenvalue problems which are obtained as assembling rectangular plate elements and beam elements considered torsional and warping rigidities. The buckling strengths of rectangular stiffened plates according to various positions of rectangular intermediate stiffener, J and I/sub w/ of end stiffeners are also obtained, which are compared to determine the efficient position of intermediate stiffener.

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MDVC Algorithm for the Improvement of Subdivision Mesh`s Quality (Subdivision Mesh의 품질 향상을 위한 MDVC 알고리즘)

  • 이영건;김창헌
    • Proceedings of the Korean Information Science Society Conference
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    • 2002.04a
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    • pp.715-717
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    • 2002
  • 본 논문은 분할 메쉬의 품질을 향상시키기 위해 초기 메쉬의 위상을 최적화 시키는 MDVC(Modified Dynamic Vertex Connectivity) 알고리즘을 제안한다. 분할 메쉬는 초기 메쉬는 초기 메쉬에 연속적인 분할 규칙이 적용된 메쉬로, 초기 메쉬의 위상에 따라 분할 메쉬의 모양과 부드러움이 좌우된다. 본 논문에서 제안하는 MDVC 알고리즘은 초기 메쉬의 위상과 aspect ratio를 개선시키므로, 기존의 분할 메쉬에서 발생하던 뒤틀림 현상을 방지할 수 있고, 초기 메쉬의 규칙점의 개수가 증가되도록 위상정보를 변경시켜 메쉬분할시 부드러움을 개선시킬 수 있다.

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