• 제목/요약/키워드: Sectional Stiffness

검색결과 182건 처리시간 0.017초

유연 기판 위 적층 필름의 굽힘 탄성계수 측정 (Measurement of Flexural Modulus of Lamination Layers on Flexible Substrates)

  • 이태익;김철규;김민성;김택수
    • 마이크로전자및패키징학회지
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    • 제23권3호
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    • pp.63-67
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    • 2016
  • 본 논문에서는 폴리머 기반의 유연 기판 위 적층 된 다양한 필름의 굽힘 탄성계수의 간접 측정법을 소개한다. 패키징 기판의 다양한 적층 재료들의 탄성계수는 기계적으로 신뢰성 있는 전자기기 개발에 결정적이지만, 기판과 매우 견고히 접합하고 있는 적층 필름을 온전히 떼어 내어 자유지지형(free-standing) 시편을 만들기 어렵기 때문에 그 측정이 쉽지 않다. 이를 해결하기 위해 본 연구에서는 필름-기판의 복합체 시편에 대한 3점 굽힘을 진행하였고 시편 단면에 면적 변환법(area transformation rule)을 적용한 응력 해석을 수행하였다. 탄성계수를 알고 있는 기판에 대하여, 굽힘 시험으로 얻은 다층 시편의 강성으로부터 필름과 기판의 탄성계수 비를 계산하였으며, 전기 도금 구리 시편을 이용하여 양면 적층, 단면 적층의 두 가지 해석 모델이 실험 평가되었다. 또한 주요 절연체 적층 재료인 prepreg (PPG)와 dry film solder resist (DF SR)의 굽힘 탄성계수가 양면 적층 시편 형태로 측정 되었다. 결과로써 구리 110.3 GPa, PPG 22.3 GPa, DF SR 5.0 GPa이 낮은 측정 편차로 측정 됨으로써 본 측정법의 정밀도와 범용성을 검증하였다.

Hysteretic characteristics of steel plate shear walls: Effects of openings

  • Ali, Mustafa M.;Osman, S.A.;Yatim, M.Y.M.;A.W., Al Zand
    • Structural Engineering and Mechanics
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    • 제76권6호
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    • pp.687-708
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    • 2020
  • Openings in steel plate shear walls (SPSWs) are usually used for decorative designs, crossing locations of multiple utilities and/or structural objectives. However, earlier studies showed that generating an opening in an SPSW has a negative effect on the cyclic performance of the SPSW. Therefore, this study proposes tripling or doubling the steel-sheet-plate (SSP) layer and stiffening the opening of the SPSW to provide a solution to undesirable opening effects, improve the SPSW performance and provide the infill option of potential strengthening measures after the construction stage. The study aims to investigate the impact of SSP doubling with a stiffened opening on the cyclic behaviour, expand the essential data required by structural designers and quantify the SPSW performance factors. Validated numerical models were adopted to identify the influence of the chosen parameters on the cyclic capacity, energy dissipation, ductility, seismic performance factors (SPF) and stiffness of the suggested method. A finite Element (FE) analysis was performed via Abaqus/CAE software on half-scale single-story models of SPSWs exposed to cyclic loading. The key parameters included the number of SSP layers, the opening size ratios corresponding to the net width of the SSP, and the opening shape. The findings showed that the proposed assembly method found a negligible influence in the shear capacity with opening sizes of 10, 15, 20%. However, a deterioration in the wall strength was observed for openings with sizes of 25% and 30%. The circular opening is preferable compared with the square opening. Moreover, for all the models, the average value of the obtained ductility did not show substantial changes and the ultimate shear resistance was achieved after reaching a drift ratio of 4.36%. Additionally, the equivalent sectional area of the SSP in the twin and triple configuration of the SPSWs demonstrated approximately similar results. Compared with the single SSP layer, the proposed configuration of the twin SSP layer with a stiffened opening suggest to more sufficiency create SSP openings in the SPSW compared to that of other configurations. Finally, a tabular SPF quantification is exhibited for SPSWs with openings.