• Title/Summary/Keyword: 순수 비틀림

Search Result 37, Processing Time 0.024 seconds

Buckling Analysis of Thin-Walled Curved Members by Finite Element Method (유한요소법에 의한 박판곡선부채의 좌굴해석)

  • Lee, Sung Chul
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.11 no.2
    • /
    • pp.1-14
    • /
    • 1991
  • A computer program for the linear elastic buckling anlalysis of thin walled members is developed using a 3-node triangular shell element. The element has real stiffness value for a kinematic degree of freedom associated with rotation about the surface normal at each node. The validity of the present computer program is demonstrated through the plate buckling analysis and the lateral-torsional buckling analysis of a straight beam. Then, simply supported circular arches subjected to uniform bending are analyzed and the results are compared with existing solutions.

  • PDF

Design Consideration of Fish-bone Girder Pier using the Analysis of Torsional Behavior (조립식 경골잔교(Fish-bone Girder Pier)의 비틀림 거동분석을 통한 설계 시 고려사항)

  • Yun, Kyung-Min;Yoon, Ki-Yong;Lee, Chin-Ok;Lim, Nam-Hyoung
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.15 no.1
    • /
    • pp.561-568
    • /
    • 2014
  • A modular fish-bone girder pier consists of one main girder system named as "Spine Girder". Therefore, this pier can be most affected by torsion as well as flexural bending. The design considerations of the fish-bone girder pier are proposed to assure the reasonable design in this study. In order to investigate the behavior characteristics, structural analysis F.E model is developed, and the verification of the developed model is performed by comparison with experimental data. From the investigation of the structural behavior, the vertical stiffener is required at the bottom of bone-beams to prevent the excessive local stress. Also, it is found that the normal stress of the flange and the shear stress of the web and flange are dominantly affected by the warping torsion and pure torsion, respectively.

A Study on the Birefringence Properties of Single Mode Optical Fiber (단일모우드 광섬유의 Birefringence특성에 관한 연구)

  • 김은수;박한규
    • The Journal of Korean Institute of Communications and Information Sciences
    • /
    • v.7 no.4
    • /
    • pp.161-166
    • /
    • 1982
  • In this paper, the intrinsic birefringence and twist-induced rotation of the single mode optical fiber have been investigated. On the analysis, the optical fiber has been modeled as a linear retarder and the intrinsic linear retardation of the single mode optical fiber is approximately found to be 2.57'/m from the measurement. Theoretically analyzing the twist-induce rotation by the purturbation theory, it is found that the magnitude of the twist-induced rotation varies linearly with the twisted angle. And this theorerical result has been in good accord with the experimental result.

  • PDF

Analysis of Pure Torsional Constant of I-Girder with Corrugated Webs (파형 복부판을 가진 플레이트거더의 순수비틀림상수 분석)

  • Jeon, Jin-Su;Kim, Sung-Nam;Yoo, Chai-Hong;Kang, Young-Jong
    • 한국방재학회:학술대회논문집
    • /
    • 2008.02a
    • /
    • pp.287-290
    • /
    • 2008
  • Resistance to lateral torsional buckling of steel I-girder (open section) is a very important design requirement. But, most studies of steel I-girder with corrugated webs were invested in shear behavior. Untill now, most studies about Lateral torsional buckling of I-girder with corrugated webs have been based on Lindner.J's study (Lateral torsional buckling of beamswith trapezoidally corrugated webs,1990). the study includes that the pure torsional constant of I-girder with corrugated webs $J_{cor}$ doesn't different from that of I-girder with flat webs. This paper pesents pure torsional constant of I-girder with corrugated webs by using finite element anaysis.

  • PDF

Gas Permeation Properties of CO2 and CH4 for PEBAX®/Fumed Silica Hybrid Membranes (PEBAX®/fumed silica 하이브리드 분리막을 통한 CO2와 CH4의 기체투과특성)

  • Kim, Hyunjoon
    • Membrane Journal
    • /
    • v.32 no.1
    • /
    • pp.74-82
    • /
    • 2022
  • The objective of this work was to investigate the gas permeation properties of CO2 and CH4 for PEBAX®/TS-530 hybrid membranes and compare with pure PEBAX®-1657 membrane. With FTIR and XRD it was possible to confirm that TS-530 was dispersed well in PEBAX® matrix. Compared with pure PEBAX® membrane, ideal separation factor for PEBAX®/TS-530 (10 wt%) hybrid membrane was enhanced a little. As the amount of TS-530 was increased, the gas permeability coefficients of both CO2 and CH4 were increased, while the ideal separation factor was decreased. This results were explained by the reduction of crystallinity of polyamide block and interchain distance caused by introduction of inorganic nanoparticles. And fumed silica might tend to agglomerate, resulting in forming nonselective nanogaps in the hybrid materials, thus the diffusivity would be enhanced at the expense of diffusivity selectivity.

Reversed Lateral Load Tests on RC Frames Retrofitted with BRB and FRP (좌굴방지가새와 FRP로 보강된 RC골조의 반복 횡하중 실험)

  • Lee, Han-Seon;Lee, Kyung-Bo;Hwang, Seong-Jun;Cho, Chang-Seok
    • Journal of the Korea Concrete Institute
    • /
    • v.23 no.5
    • /
    • pp.683-692
    • /
    • 2011
  • In piloti-type low-rise RC residential buildings, severe damages have been usually concentrated at piloti stories under the earthquake. In this study, a piloti story was retrofitted by installation of buckling-restrained braces (BRB's) to increase strength and stiffness of piloti story and by application of fiber reinforced polymer (FRP) sheet on columns to avoid the brittle shear and axial failure of columns. To verify this retrofit performance, reversed cyclic lateral load tests were performed on 1:5 scale bare and retrofitted frames. The test results showed that yield strength (43.2 kN) appeared to be significantly larger than design value (30 kN) due to the increase of strength in the compression side, but the stiffness value (11.6 kN/mm) turned out to be approximately one-half of the design value (24.2 kN/mm). The reasons for this difference in stiffness were due to slippage at joint between the frame and the BRB's, displacement and rotation at footing. The energy absorption capacity of the retrofitted frame was 7.5 times larger than that of the bare frame. The change of the number of load cells under the footing from 2 to 1 reduced lateral stiffness from 11.6 kN/mm to 6 kN/mm, which was only three times larger than that of the bare frame (2.1 kN/mm).

Comparison of Clinical Menifestations between Adolescents and Unmarried Young Women with Endometriosis in Daegu (대구 지역 청소년 및 미혼 여성 자궁내막증 환자의 임상 특성에 관한 비교연구)

  • Kim, Yoon-Jeong;Choi, Min-Hye;Chung, Min-Ji;Lee, Jung-Ho;Lee, Taek-Hoo
    • Clinical and Experimental Reproductive Medicine
    • /
    • v.34 no.3
    • /
    • pp.167-172
    • /
    • 2007
  • Objective: The purpose of this study is to find out the differences of clinical characteristics of endometriosis and to emphasize the significance of early diagnosis of endometriosis to protect disease progression in adolescents. Methods: A retrospective analysis was carried out. All cases (n=130) were diagnosed surgically as endometriosis between January 2000 and August 2007 in two university hospitals in Daegu. Adolescents were 23 cases and unmarried young women were 107 cases. Data were collected through review of medical records. Results: The predominant symptom in adolescents was cyclic pain. 52.2% of adolescent patients were stage I or II. And stage III was 47.8% but stage IV was none. The other side 82.2% of unmarried young women patients were stage II or III and stage IV was 15.8%. Serum CA-125 level was elevated in adolescents, also. But there was no significant difference between the two groups. Conclusions: Endometriosis is progressive disease. Early diagnosis is necessary for prevention of the disease progression and free from pain. Appropriate gynecologic examination and careful concerns about adolescents are mandatory.