• 제목/요약/키워드: Width-Thickness ratio

검색결과 489건 처리시간 0.031초

압축하중을 받는 박판 4각튜브의 소성좌굴 연구 (Study on the Plastic Buckling of Thin Rectangular Tubes under Compression)

  • 김천욱;한병기;김종민
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 춘계학술대회논문집A
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    • pp.357-362
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    • 2000
  • In the present paper the plastic buckling of thin-walled rectangular tube is analyzed. The stress-strain relations of the plates of the tube are idealized into nonlinear material of Ramberg and Osgood. Computing elastic moduli of the nonlinear material a precise plastic buckling stress has determined. The plastic buckling stress of the wider plate of the tube is considered as the crippling strength of the tube. The present theory is in good agreement with the experiments in various thickness-width ratios and materials.

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시공성을 향상시킨 용접조립 각형 CFT 편심 장주의 P-M 관계 (P-M Relations of Slender Welded Built-up Square CFT Column under Eccentric Loads)

  • 이성희;최성모;김영호
    • 복합신소재구조학회 논문집
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    • 제6권2호
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    • pp.23-31
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    • 2015
  • CFST columns are structurally superior because the concrete inside the steel tubes prevents local buckling at the tubes and the tubes confine the concrete. And, the thickness of steel tube in CFST column has been thinner with development of high-strengh steel. The thinner the steel tube of a square CFST column is, the more local buckling is likely to occur. For this reason, we developed welded built-up square steel tube with stiffeners which are placed at the center of the tube width acts as an anchor. In this study, we conduct experimental test for three specimens of the 4m long span welded built-up square CFT column with parameters of L/D and D/t. And, the test results were compared with the analysis results by M-${\phi}$-P Program.

고강도 H형강 부재의 좌굴내력과 설계식에의 적용에 관한 연구 (The Bucking Strength and the Application of design of Design Formula of High Strength H-Shaped Section Steel Members)

  • 김진경;김희동;이명재
    • 한국강구조학회 논문집
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    • 제13권2호
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    • pp.123-131
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    • 2001
  • 본 연구의 목적은 고강도 H형강 기둥재(beam-column)의 폭두께비에 관한 기준을 조사하고 좌굴내력을 평가하여, 강구조 한계상태설계기준과 허용응력설계기준(안)과 비교함으로써, 고강도강을 사용한 기둥부재 설계시 적용된 기준식의 타당성을 검토하기 위한 것이다. 실험에 사용된 고강도강은 SM520TMC, SM570Q 등을 사용하였고, 강재의 기계적 성질과 단주의 응력-변형도 관계를 파악하기 위하여 인장시험 및 단주압축시험을 실시하였다. 또한 고강도강 기둥재의 좌굴내력을 산정하기 위하여 수치해석을 수행하였다. 수치해석에 사용된 축력-모멘트-곡률 관계는 단주압축실험에서 구해진 응력-변형도 관계를 사용하였다

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원형 파형강판의 전단 및 휨 성능평가에 관한 연구 -전단 및 휨강도 설계식 제안- (A Study on Shear and Flexural Performance Evaluation of Circularly Corrugated Plate)

  • 문성환;오상훈
    • 한국강구조학회 논문집
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    • 제27권5호
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    • pp.455-470
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    • 2015
  • 본 연구에서는 국내에서 생산되어 사용되고 있는 원형 파형강판을 대상으로 전단 및 휨 강도를 보다 정확하게 산정하기 위한 방안을 제시하고자 하였다. 국내 설계기준 및 기존 연구에 대한 비교 분석을 통하여 기존식에 대한 한계를 분석하고, 실험 및 비선형 해석을 통하여 원형 파형강판에 대한 좌굴강도 설계식을 제안하였다. 본 연구에서 제안한 전단좌굴 감소계수와 한계 판폭두께비를 이용하여 실험 및 해석결과와 비교한 결과, 상당히 유사한 거동을 나타내었다. 본 연구의 결과는 원형 파형강판의 부재 설계 및 구조성능평가에 편리하게 적용될 수 있을 것으로 판단된다.

양자모델을 적용한 실리콘 나노선 트랜지스터의 채널 크기에 따른 전도 및 전하분포 특성 시뮬레이션 (Simulation of channel dimension dependent conduction and charge distribution characteristics of silicon nanowire transistors using a quantum model)

  • 황민영;최창용;구상모
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2009년도 춘계학술대회 논문집
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    • pp.77-78
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    • 2009
  • We report numerical simulations to investigate of the dependence of the on/off current ratio and channel charge distributions in silicon nanowire (SiNW) field-effect transistors (FETs) on the channel width and thicknesses. In order to investigate the transport behavior in devices with different channel geometries, we have performed detailed two-dimensional simulations of SiNWFETs and control FETs with a fixed channel length L of 10um, but varying the channel width W from 5nm to 5um, and thickness t from 10nm to 30nm. We have shown that $Q_{ON}/Q_{OFF}$ drastically decreases (from ${\sim}2.9{\times}10^4$ to ${\sim}9.8{\times}10^3$) as the channel thickness increases (from 10nm to 30nm). As a result of the simulation using a quantum model, even higher charge density in the bottom of SiNW channel was observed than that in the bottom of control channel.

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콘크리트충전 각형강관기둥-보 핀접합부의 거동에 관한 실험적 연구 (Structural Behaviour of Beam-to-Concrete Filled Steel Tube Column Pin Connections)

  • 김철환;이은택;김성은
    • 한국강구조학회 논문집
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    • 제12권4호통권47호
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    • pp.437-443
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    • 2000
  • 콘크리트 충전각형강관 기둥-보 핀접합부를 대상으로 접합부의 회전강성, 전단내력 등 역학적 특성을 규명하기 위하여 실험을 수행하였다. 실험변수는 강관기둥의 폭-두께비 및 강관 내부의 수평 다이어프램, 슬래브 설치 유무이다. 기둥의 폭-두께비가 큰 시험체가 폭-두께비가 작은 시험체에 비하여 접합부의 회전강성이 낮으며, 변형도 접합부에 집중되어 발생한다.

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Simulations of the hysteretic behavior of thin-wall cold-formed steel members under cyclic uniaxial loading

  • Dong, Jun;Wang, Shiqi;Lu, Xi
    • Structural Engineering and Mechanics
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    • 제24권3호
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    • pp.323-337
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    • 2006
  • In this paper, the hysteretic behaviors of channel and C-section cold-formed steel members (CFSMs) under cyclic axial loading were simulated with the finite element method. Geometric and material nonlinearities, Bauschinger effect, strain hardening and strength improvement at corner zones were taken into account. Extensive numerical results indicated that, as the width-to-thickness ratio increases, local buckling occurs prematurely. As a result, the hysteretic behavior of the CFSMs degrades and their energy dissipation capability decreases. Due to the presence of lips, the hysteretic behavior of a C-section steel member is superior to that of its corresponding channel section. The intermediate stiffeners in a C-section steel member postpone the occurrence of local buckling and change its shapes, which can greatly improve its hysteretic behavior and energy dissipation capability. Therefore, the CFSMs with a large width-to-thickness ratio can be improved by adding lips and intermediate stiffeners, and can be used more extensively in residential buildings located in seismic areas.

Shear response of lean duplex stainless steel plate girders

  • Armoosh, Salam R.;Khalim, A.R.;Mahmood, Akram Sh.
    • Structural Engineering and Mechanics
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    • 제54권6호
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    • pp.1267-1281
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    • 2015
  • Carbon steel plate girders have been used on a large scale in the building industry. Nowadays, Lean Duplex Stainless Steel (LDSS) plate girders are gaining popularity as they possess greater strength and are more impervious to corrosion than those that are constructed from carbon steel. Regardless of their popularity, there is very limited information with regards to their shear behavior. In this paper, the non-linear finite element analysis was employed to investigate the shear behavior of LDSS plate girders. Parameters considered were the web thickness, the flange width, and the girders aspect ratio. The analysis revealed that although the shear behavior of the LDSS girders was no different from that of carbon steel plate girders, it had obviously been affected by the non-linearity of the material. Furthermore, the selected parameters were found to pronounce effect on the shear capacity of the LDSS girders. That is, the shear capacity increased considerably with web thickness, and increased slightly with flange width. However, it was reduced as the aspect ratio increased. Comparisons between the finite element analysis failure loads and those predicted by the current European Code of Practice revealed that the latter underestimated the shear strength of the LDSS plate girders.

Accuracy of periodontal probe visibility in the assessment of gingival thickness

  • Kim, Young-Sung;Park, Ji-Sun;Jang, Young-Hun;Son, Jung-Hun;Kim, Won-Kyung;Lee, Young-Kyoo;Kim, Su-Hwan
    • Journal of Periodontal and Implant Science
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    • 제51권1호
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    • pp.30-39
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    • 2021
  • Purpose: The present study was undertaken to examine whether periodontal probe visibility (PV) accurately reflects gingival thickness (GT) and to identify factors affecting PV using cluster and multivariate analyses. Methods: The clinical characteristics of the maxillary central incisors (n=90 subjects) were examined. Clinical photographs, sex, PV, probing depth, gingival width, papilla height, GT as measured with an ultrasonic device, and the ratio of crown width to crown length were recorded. Multivariate analysis, using multinomial baseline-category logistic regression, was used to identify factors predictive of PV. Cluster analysis was used to identify gingival biotypes. Results: In the multivariate analysis, sex was the only significant predictor of PV (odds ratio, 6.48). Two clusters of subjects were created based on morphometric parameters. The mean GT among cluster A subjects was significantly lower than that among cluster B subjects (P=0.015). No significant difference was found between cluster A and B subjects in terms of PV score (P=0.583). Conclusions: Periodontal PV was not associated with GT as measured directly using an ultrasonic device. Sex was a highly significant predictor of periodontal PV. GT was found to be correlated with morphological characteristics of the periodontium.

롤투롤 그라비어 방식의 인쇄 전극 저항 최소화를 위한 실험계획법 적용 인쇄 공정 조건 최적화 (Optimization of Printing Conditions Using Design Experiments for Minimization of Resistances of Electrodes in Roll-to-roll Gravure Printing Process)

  • 이상윤;김철;김충환
    • 한국생산제조학회지
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    • 제26권4호
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    • pp.351-356
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    • 2017
  • The resistance of printed patterns for electrodes fabricated using printing technology should be minimized. This parameter depends on the pattern width and thickness; however, from the viewpoint of printability, the printed patterns should be printed at the designed width. The resistance of the printed patterns as well as printability is affected by various printing conditions. In this paper, the printing condition is optimized to minimize the resistance of electrodes printed by the roll-to-roll gravure method. This is done by considering the spread ratio of pattern width as a parameter of printability using design experiments. The drying temperature, dryer fan speed, and printing speed are selected as effective factors for the experiment objective. The optimized conditions are obtained and reproducibility test using these demonstrates that the optimized conditions can produce low-resistance electrodes for printability of the pattern width.