• 제목/요약/키워드: high deformation stability

검색결과 200건 처리시간 0.02초

Buckling and vibration analyses of MGSGT double-bonded micro composite sandwich SSDT plates reinforced by CNTs and BNNTs with isotropic foam & flexible transversely orthotropic cores

  • Mohammadimehr, M.;Nejad, E. Shabani;Mehrabi, M.
    • Structural Engineering and Mechanics
    • /
    • 제65권4호
    • /
    • pp.491-504
    • /
    • 2018
  • Because of sandwich structures with low weight and high stiffness have much usage in various industries such as civil and aerospace engineering, in this article, buckling and free vibration analyses of coupled micro composite sandwich plates are investigated based on sinusoidal shear deformation (SSDT) and most general strain gradient theories (MGSGT). It is assumed that the sandwich structure rested on an orthotropic elastic foundation and make of four composite face sheets with temperature-dependent material properties that they reinforced by carbon and boron nitride nanotubes and two flexible transversely orthotropic cores. Mathematical formulation is presented using Hamilton's principle and governing equations of motions are derived based on energy approach and applying variation method for simply supported edges under electro-magneto-thermo-mechanical, axial buckling and pre-stresses loadings. In order to predict the effects of various parameters such as material length scale parameter, length to width ratio, length to thickness ratio, thickness of face sheets to core thickness ratio, nanotubes volume fraction, pre-stress load and orthotropic elastic medium on the natural frequencies and critical buckling load of double-bonded micro composite sandwich plates. It is found that orthotropic elastic medium has a special role on the system stability and increasing Winkler and Pasternak constants lead to enhance the natural frequency and critical buckling load of micro plates, while decrease natural frequency and critical buckling load with increasing temperature changes. Also, it is showed that pre-stresses due to help the axial buckling load causes that delay the buckling phenomenon. Moreover, it is concluded that the sandwich structures with orthotropic cores have high stiffness, but because they are not economical, thus it is necessary the sandwich plates reinforce by carbon or boron nitride nanotubes specially, because these nanotubes have important thermal and mechanical properties in comparison of the other reinforcement.

정밀가공용 고속 자동선반 베드의 정하중 및 공진주파수 해석 (Analysis on Static Load and Resonance Frequency of Bed in High-speed Automatic Lathe for Precision Machining)

  • 하주환;이윤철;주강우;조은정;이영식;이재권;김광선
    • 반도체디스플레이기술학회지
    • /
    • 제16권2호
    • /
    • pp.32-38
    • /
    • 2017
  • This paper is about the analysis on the vibration characteristic of tooling units on the precision bed in high-speed automatic lathe for precision machining. An automatic lathe operating at about 25,000 RPM is a critical factor in the self-weight stress and deformation of the bed. Especially, the resonance frequency should be grasped in advance to prevent abnormal vibration that may occur during processing. If the wrong bed is used, the resonant frequency can have a fatal influence on the precision machining and increase the defective rate of precision machined parts such as semiconductor parts. In this paper, vibration characteristics were evaluated through static load and resonance frequency analysis of automatic lathe bed. As a result, the maximum stress was 0.14MPa, the maximum deformation amount was $17.9{\mu}m$, and the natural frequency was 364.72Hz. The resonance frequency was calculated as 718Hz, and the stability was confirmed by being in the range of 400Hz or more, which is the processing condition.

  • PDF

Study on collapse mechanism and treatment measures of portal slope of a high-speed railway tunnel

  • Guoping Hu;Yingzhi Xia;Lianggen Zhong;Xiaoxue Ruan;Hui Li
    • Geomechanics and Engineering
    • /
    • 제32권1호
    • /
    • pp.111-123
    • /
    • 2023
  • The slope of an open cut tunnel is located above the exit of the Leijia tunnel on the Changgan high-speed railway. During the excavation of the open cut tunnel foundation pit, the slope slipped twice, a large landslide of 92500 m3 formed. The landslide body and unstable slope body not only caused the foundation pit of the open cut tunnel to be buried and the anchor piles to be damaged but also directly threatened the operational safety of the later high-speed railway. Therefore, to study the stability change in the slope of the open cut tunnel under heavy rain and excavation conditions, a 3D numerical calculation model of the slope is carried out by Midas GTS software, the deformation mechanism is analyzed, anti-sliding measures are proposed, and the effectiveness of the anti-sliding measures is analyzed according to the field monitoring results. The results show that when rainfall occurs, rainwater collects in the open cut tunnel area, resulting in a transient saturation zone on the slope on the right side of the open cut tunnel, which reduces the shear strength of the slope soil; the excavation at the slope toe reduces the anti-sliding capacity of the slope toe. Under the combined action of excavation and rainfall, when the soil above the top of the anchor pile is excavated, two potential sliding surfaces are bounded by the top of the excavation area, and the shear outlet is located at the top of the anchor pile. After the excavation of the open cut tunnel, the potential sliding surface is mainly concentrated at the lower part of the downhill area, and the shear outlet moves down to the bottom of the open cut tunnel. Based on the deformation characteristics and the failure mechanism of the landslides, comprehensive control measures, including interim emergency mitigation measures and long-term mitigation measures, are proposed. The field monitoring results further verify the accuracy of the anti-sliding mechanism analysis and the effectiveness of anti-sliding measures.

비수 유화법을 이용한 아스코르빅산의 안정화 (Stabilization of Ascorbic acid with Nonaqueous Emulsification)

  • 이청희;신재동;배수현;강기춘;표형배
    • 대한화장품학회지
    • /
    • 제38권4호
    • /
    • pp.263-270
    • /
    • 2012
  • 아스코르빅산(비타민 C)은 수용액상에서 공기와 빛, 알칼리 등에 의해 쉽게 불안정화되는 성질이 있어 화장품에 적용에 있어서 제한적이다. 아스코르빅산은 수용액상에서 불안정성에 영향을 주는 가장 중요한 인자인 공기, 특히 산소와 열, 빛 등의 외부환경에 민감하게 반응하여 산화에 의해 쉽게 분해되는 문제점이 있다. 본 연구에서는 이러한 아스코르빅산의 안정성을 증가시키고자 폴리올과 유화방법을 변화시켜 안정화하는 연구를 수행하였고 실온과 고온에서 색상과 아스코르빅산의 함량변화를 HPLC로 측정하여 비교하였다. 그 결과 실험한 조건들 중 폴리올은 글리세린을 사용한 경우 아스코르빅산의 안정화 가장 좋았으며 비수유화방법을 사용한 경우에 있어서 가장 안정하였다. 이러한 결과들로부터 아스코르빅산이 본 실험의 비수유화로 안정성이 증가하며 안정한 화장품을 만드는 데 적용이 가능하다.

Mechanical characteristics + differential settlement of CFG pile and cement-soil compacted pile about composite foundation under train load

  • Cheng, Xuansheng;Liu, Gongning;Gong, Lijun;Zhou, Xinhai;Shi, Baozhen
    • Geomechanics and Engineering
    • /
    • 제20권2호
    • /
    • pp.155-164
    • /
    • 2020
  • In recent years, the stability, safety and comfort of trains has received increased attention. The mechanical characteristics and differential settlement of the foundation are the main problems studied in high-speed railway research. The mechanical characteristics and differential settlement of the foundation are greatly affected by the ground treatment. Additionally, the effects of train load and earthquakes have a great impact. The dynamic action of the train will increase the vibration acceleration of the foundation and increase the cumulative deformation, and the earthquake action will affect the stability of the substructure. Earthquakes have an important practical significance for the dynamic analysis of the railway operation stage; therefore, considering the impact of earthquakes on the railway substructure stability has engineering significance. In this paper, finite element model of the CFG (Cement Fly-ash Gravel) pile + cement-soil compacted pile about composite foundation is established, and manual numerical incentive method is selected as the simulation principle. The mechanical characteristics and differential settlement of CFG pile + cement-soil compacted pile about composite foundation under train load are studied. The results show: under the train load, the neutral point of the side friction about CFG pile is located at nearly 7/8 of the pile length; the vertical dynamic stress-time history curves of the cement-soil compacted pile, CFG pile and soil between piles are all regular serrated shape, the vertical dynamic stress of CFG pile changes greatly, but the vertical dynamic stress of cement-soil compacted pile and soil between piles does not change much; the vertical displacement of CFG pile, cement-soil compacted pile and soil between piles change very little.

우주용 구조 재료의 초정밀 열팽창계수 측정시스템 설계 (Design of High-precision CTE measurement System for the Structural Materials in Space Applications)

  • 김홍일;한재홍;양호순;조창래;조혁진;김홍배
    • 한국항공우주학회지
    • /
    • 제36권9호
    • /
    • pp.916-922
    • /
    • 2008
  • 우주용 구조물에 사용되는 재료는 치수 안정성을 위해서 열팽창계수를 최소화하도록 설계, 제작되어야 한다. 이를 위하여 우주용 재료 시편의 정밀한 열팽창계수를 측정하여, 그 재료의 열 특성에 대한 정확한 데이터를 확보할 필요가 있다. 그리고 시편뿐만 아니라 실제 사용될 구조물의 열 변형을 우주 환경에서 직접 측정할 필요가 있다. 따라서 본 연구에서는 고진공에서 정밀한 변위 측정을 위하여 변위 측정 간섭계와 항우연의 보조 챔버를 활용한 열팽창계수 측정 시스템을 설계하였다. 또한 본 측정 시스템은 길이 500mm 정도의 긴 구조물의 열 변형

폐광지역을 통과하는 고속철도터널의 안정성 평가 (Stability Analysis of High Speed Railway Tunnel Passing Through the Abandoned Mine Area)

  • 장명환;양형식;정소걸
    • 한국암반공학회:학술대회논문집
    • /
    • 한국암반공학회 2000년도 암반공학문제의 수치해석(Numerical Analysis in Rock Engineering Problems)
    • /
    • pp.147-154
    • /
    • 2000
  • 고속철도터널 시공전에 폐광된 광산의 채굴공동의 변형거동이 철도터널의 안정성에 미치는 영향을 조사하고자 이지역에서 지질조사, 암반의 공학적 평가 및 평가요소에 대한 다중회귀분석, 수치해석 입력자료의 취득을 위한 많은 조사를 수행하였다. 암반의 공학적 분류결과 절리면에 대한 상태가 RMR 값을 결정하는데 가장 중요한 변수로 나타났고, Q값을 결정하는데는 절리군의 수가 가장 중요한 변수인 것으로 분석되었다. FLAC에 의한 해석 결과 고속철도구간 서측 하부 50 m지점에 위치한 채굴적의 변형거동은 암반의 역학적 특성에 따라 변형양상은 다를 수 있으나 고속철도터널에 침하성 변위를 유발시킬 가능성이 있을 것으로 판단되었다. 그러나 채굴적을 광체와 같은 역학적 특성을 갖는 재료로 충전 시켰을 때 침하성 변위는 나타나지 않는 것으로 나타났다.

  • PDF

셰일의 강도이방성 특성 및 RQD결정에 관한 연구 ((A Study on Strength Anisotropy characteristic and Suggested Methods for Determining RQD as for Shale))

  • 이종규;이수곤;장서만;손경철
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 2003년도 봄 학술발표회 논문집
    • /
    • pp.103-110
    • /
    • 2003
  • This study is as for shale that attract recently geotechnical engineer more and more. like sedimentary rocks and metamorpic rocks, shales have many problem with anisotropy for stength and deformation and they have many problems with quick weathering progress and differential weathering of alternate bedding. In foreign countries, many renowned schalors, like Jaeger(1960),McLamore,Gray(1967),Donath(1972),Nova(1980),Hoek&Brown(1980),Ranamurthy(1985), have already studied for a variety of characteristic and announced high level results of their studies. In domestic also, there are many scholars who have announced high level research papers for shale. this study is a part of these stream. and this study not only analyzed strength anisotropy characteristic along with direction of testing(two-direction) by using point-load test(log-log method) but also compared uniaxial strength between the maximum saturated and dried condition. In this study, we also conducted slaking test. these results of slaking test show weathering characteristic of shales. also, we made the most of field data that obtained during slope stability project and we noticed that RQD measured in the field is much differ from drilled core RQD. In order to come close two different value or access to reality, we suggest new RQD method that artificially reduce RQD by separating core with light hand force.

  • PDF

Wafer-Level Packaged MEMS Resonators with a Highly Vacuum-Sensitive Quality Factor

  • Kang, Seok Jin;Moon, Young Soon;Son, Won Ho;Choi, Sie Young
    • JSTS:Journal of Semiconductor Technology and Science
    • /
    • 제14권5호
    • /
    • pp.632-639
    • /
    • 2014
  • Mechanical stress and the vacuum level are the two main factors dominating the quality factor of a resonator operated in the vacuum range 1 mTorr to 10 Torr. This means that if the quality factor of a resonator is very insensitive to the mechanical stress in the vacuum range, it is sensitive to mainly the ambient vacuum level. In this paper, a wafer-level packaged MEMS resonator with a highly vacuum-sensitive quality factor is presented. The proposed device is characterized by a package with out-of-plane symmetry and a suspending structure with only a single anchor. Out-of-plane symmetry helps prevent deformation of the packaged device due to thermal mismatch, and a single-clamped structure facilitates constraint-free displacement. As a result, the proposed device is very insensitive to mechanical stress and is sensitive to mainly the ambient vacuum level. The average quality factors of the devices packaged under pressures of 50, 100, and 200 mTorr were 4987, 3415, and 2127, respectively. The results demonstrated the high controllability of the quality factor by vacuum adjustment. The mechanical robustness of the quality factor was confirmed by comparing the quality factors before and after high-temperature storage. Furthermore, through more than 50 days of monitoring, the stability of the quality factor was also certified.

Poly[N-(formyloxyphenyl)maleimide] 고분자의 합성과 자외선에 대한 반응특성 (Synthesis and Photosensitive Properties of Poly[N-(formyloxyphenyl)maleimide] Containing Photosensitive Groups)

  • 김상민
    • 한국포장학회지
    • /
    • 제10권1호
    • /
    • pp.55-62
    • /
    • 2004
  • Synthesis of poly[N-(formyloxyphenyl)maleimide](PFOMI) as photopolymer were investigated with various kinds of photosensitive groups. Generally, photopolyimide have some deficiencies in solubility, sensitivity, reserve stability of the photosensitive solution, and the precision of image pattern. The study has been required on those polymers which have high glass transition temperature and photo efficiency, and low dielectricity. The existing condensation resins require high curing temperature and perfect elimination of subreacted materials that are produced during the process after irradiation and various membrane damages such as the deformation and contraction in image pattern cure. In this study poly[N-(hydroxyphenyl)maleimide](PHPMI) was synthesized. The PHPMI were analyzed by H-NMR and FT-IR. The measured number average molecular weight of PHPMI was produced was $1.06{\times}10^4$. Poly[N-(formyloxyphenyl)maleimide](PFOMI) as a type of photo-Fries rearrangement was synthesized by NHPMI and formic acid followed by radical polymerization. PFOMI was analyzed by FT-IR, and photocharacteristics was investgated by UV spectra and FT-IR before and after UV irradiation. Based on the image characteristics of PFOMI measured from optical micrographs, it was formed that the resolution of positive type PFOMI was $0.5{\mu}m$.

  • PDF