• Title/Summary/Keyword: Bottom Structure

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Flexible multimode pressure sensor based on liquid metal

  • Zhou, Xiaoping;Yu, Zihao
    • Smart Structures and Systems
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    • v.28 no.6
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    • pp.839-853
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    • 2021
  • In this paper, a novel multimode liquid metal-based pressure sensor is developed. The main body of the sensor is composed of polydimethylsiloxane (PDMS) elastomer. The structure of the sensor looks like a sandwich, in which the upper structure contains a cylindrical cavity, and the bottom structure contains a spiral microchannel, and the middle partition layer separates the upper and the bottom structures. Then, the liquid metal is injected into the top cavity and the bottom microchannel. Based on linear elastic fracture mechanics, the deformation of the microchannel cross-section is theoretically analyzed. The changes of resistance, capacitance, and inductance of the microchannel under pressure are deduced, and the corresponding theoretical models are established. The theoretical values of the pressure sensor are in good agreement with experimental data, implying that the developed theoretical model can explain the performance of the sensor well.

Development of Bottom Ash Replacement Cement Using Diethanol Isopropanolamine (Diethanol Isopropanolamine을 활용한 바텀애시 치환 시멘트 개발)

  • Hyunuk Kang;Ahyeon Lim;Juhyuk Moon
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.12 no.1
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    • pp.72-81
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    • 2024
  • In this study, DEIPA was used for enhancing cementitious performance of bottom ash replaced cement. By applying the partial or no-known crystal structure method to X-ray diffraction data, the amounts of amorphous bottom ash and calcium silicate hydrate(C-S-H) could be separated and quantified. In the sample without DEIPA, the bottom ash hardly reacted, resulting in low compressive strength. However, the addition of DEIPA not only altered the hydration behavior of the cement but also enhanced the pozzolanic reaction between bottom ash and calcium hydroxide, leading to the generation of additional C-S-H. This resulted in high compressive strength not only in the early stages but also in the later stages. Therefore, with the addition of DEIPA during the pulverization of the bottom ash, the reactivity of the bottom ash was significantly improved. Hence, there is potential in the development of bottom ash replacement cement.

Exchange bias in NiFe/FeMn/NiFe multilayers

  • Sankaranarayanan, V.K.;Lee, Y.W.;Shalyguina, E.E.;Kim, C.G.;kim, C.O.
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2003.05a
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    • pp.55-58
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    • 2003
  • FeMn based spin valves often consist of a NiFe/FeMn/NiFe trilayer structure. We have investigated the evolution of exchange bias at the bottom and top interfaces in the NiFe(5nm)/FeMn(x)/NiFe(5nm) trilayer structure as a function of FeMn thickness in the range 3 nm to 30 nm. The XRD results indicate (111) textured growth for NiFe and FeMn layers. The magnetization studies using VSM show two hysteresis loops corresponding to the bottom NiFe seed layer and top NiFe layers with greater bias for the bottom NiFe layer, for FeMn thickness equal to and above 5 nm. The larger exchange bias for the bottom seed layer is confirmed by the surface sensitive MOKE hysteresis loop measurements which show gradual weakening of the MOKE hysteresis loop for the bottom NiFe layer with increasing FeMn thickness. The observed large exchange bias in a spin valve structure is usually attributed to the pinning NiFe layer on top of the FeMn layer, even when a NiFe seed layer of a few nm thickness is present, whereas, in reality it may be arising from the bottom seed layer, as shown by the present study.

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Effect of trunk length on the flow around a fir tree

  • Lee, Jin-Pyung;Lee, Eui-Jae;Lee, Sang-Joon
    • Wind and Structures
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    • v.18 no.1
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    • pp.69-82
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    • 2014
  • Flow around a small white fir tree was investigated with varying the length of the bottom trunk (hereafter referred to as bottom gap). The velocity fields around the tree, which was placed in a closed-type wind tunnel test section, were quantitatively measured using particle image velocimetry (PIV) technique. Three different flow regions are observed behind the tree due to the bottom gap effect. Each flow region exhibits a different flow structure as a function of the bottom gap ratio. Depending on the gap ratio, the aerodynamic porosity of the tree changes and the different turbulence structure is induced. As the gap ratio increases, the maximum turbulence intensity is increased as well. However, the location of the local maximum turbulence intensity is nearly invariant. These changes in the flow and turbulence structures around a tree due to the bottom gap variation significantly affect the shelter effect of the tree. The wind-speed reduction is increased and the height of the maximum wind-speed reduction is decreased, as the gap ratio decreases.

Structure and Electrical Properties of SiGe HBTs Designed with Bottom Collector and Single Metal Contact (Bottom Collector와 단일 금속층 구조로 설계된 SiGe HBT의 전기적 특성)

  • Choi, A.R.;Choi, S.S.;Yun, S.N.;Kim, S.H.;Seo, H.K.;Shim, K.H.
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2007.06a
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    • pp.187-187
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    • 2007
  • This paper presents the electrical properties of SiGe HBTs designed with bottom collector and single metal layer structure for RF power amplifier. Base layer was formed with graded-SiGe/Si structures and the collector place to the bottom of the device. Bottom collector and single metal layer structures could significantly simplify the fabrication process. We studied about the influence of SiGe base thickness, number of emitter fingers and temperature dependence (< $200^{\circ}C$) on electrical properties. The feasible application in 1~2GHz frequency from measured data $BV_{CEO}$ ~10V, $f_r$~14 GHz, ${\beta\simeq}110$, NF~1 dB using packaged SiGe HBTs. We will discuss the temperature dependent current flow through the e-b, b-c junctions to understand stability and performance of the device.

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Consideration of the Structural Strength of High Speed Aluminum Planning Boat Plate Member (고속 경구조선 알루미늄 판부재의 구조강도 고찰)

  • Ham, Juh-Hyeok
    • Journal of Ocean Engineering and Technology
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    • v.22 no.2
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    • pp.91-98
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    • 2008
  • In order to establish a design guide for the bottom plate structure of a 4.3 ton aluminum planning boat, the feasibilities of bottom plate scantling of the ship are investigated based on the results of structural strength analysis and a simple equation and evaluation system are developed for initial structural design purposes. This study consists of 5 steps: First, the background, necessity, and purpose of this study are explained briefly, Second, the principal dimensions of this ship, the position of the considered bottom plate members and material characteristics are introduced. Third, the equivalent design pressure concept is introduced and evaluated based on experience and experimental data. Fourth, the strength of bottom plate members are examined using elasto-plastic nonlinear structural analysis, and response levels and several boundary conditions are reviewed based on the analysis results. Finally, in order to suggest design guides in respect to the ship's structural design, a simple design equation and evaluation system for bottom plate members are suggested for boats in the 4.3 ton aluminumboat range through the introduction of safety factorsbased on the ultimate design pressure concept.

Optimal Use of MSWI Bottom Ash in Concrete

  • Zhang, Tao;Zhao, Zengzeng
    • International Journal of Concrete Structures and Materials
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    • v.8 no.2
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    • pp.173-182
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    • 2014
  • An experimental investigation was carried out to evaluate the mechanical properties of concrete mixtures in which coarse aggregate was partially (30, 50 or 70 %) replaced with pre-washed municipal solid waste incineration (MSWI) bottom ash. Results indicated that bottom ash reduced the compressive strength, elastic modulus, and levels of heavy metals in leachate when used as a replacement for gravel, and that the maximum amount of MSWI bottom ash in concrete should not exceed 50 %. To analyze the effect mechanism of bottom ash in concrete, the degree of hydration and the following pozzolanic reaction characterized by the pozzolanic activity index, and the porosity distribution in cement mortar. The study indicates that improved properties of concrete are not solely later strength gain and reduced levels of heavy metals in leachate but also the progression of pozzolanic reactions, where a dense structure contains a higher proportion of fine pores that are related to durability.

Anomalous Exchange Bias of the Top and Bottom NiFe Layers in NiFe/FeMn/NiFe Based Spin Valve Multilayers (NiFe/FeMn/NiFe 스핀밸브 구조의 다층박막에서 상 하부 NiFe 두께에 따른 교환바이어스 조사)

  • S.M. Yoon;J.J. Lim;V.K. Sankar;Kim, C.G.;Kim, C.O.
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2003.11a
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    • pp.212-212
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    • 2003
  • Many of the spin valve multilayer structures with FeMn as antiferromagnetic layer consist of a NiFe/FeMn/NiFe trilayer where the bottom NiFe layer is the seed layer to facilitate the growth of (111) gama-FeMn antiferromagnetic phase and the top NiFe layer forms the pinned layer[1], In this study, exchange bias of bottom NiFe layer has been investigated as functions of thicknesses of top and bottom NiFe in NiFe/FeMn/NiFe, prepared by rf magnetron sputtering, MH-loop was measured by vibration sample magnetometer (VSM). Two hysteresis loops are corresponded to bottom and top layers, similar to reported loops in spin valve structure. Exchange bias of bottom NiFe could be induced by the interfacial coupling between bottom NiFe and FeMn. But those coupling are strongly dependent on the top and bottom NiFe thicknesses, revealing anomalous character ul exchange bias of bottom NiFe layer.

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