• Title/Summary/Keyword: Bed deformation

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A Study on Problem Solving of PLGA Scaffold Warpage Using 5 Step Practical TRIZ (5 Step 실용트리즈 기법을 이용한 PLGA인공지지체의 변형 문제 해결에 관한 연구)

  • Lee, Song-Yeon;Huh, Yong Jeong;Park, Jong Soon
    • Journal of the Semiconductor & Display Technology
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    • v.16 no.4
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    • pp.25-29
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    • 2017
  • In this paper, we have studied the deformation problem of the scaffold caused by the FDM type 3D printer. The Practical TRIZ technique was used to solve the deformation problem of the scaffold generated from the adhesion surface between the scaffold and the bed. The Practical TRIZ methodology was used to derive the solution and the experiment was conducted on the derived solution. As a result of evaluating the experimental results obtained for the solution, it was found that the deformation of the scaffold was much improved to the satisfactory level.

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A Study on the HAE UN DAE Beach Deformation Caused by the Construction of a Sea Wall (해운대 해수욕장 침식에 미치는 해안제방의 영향에 대하여)

  • Mun, Byeong-Hyeong;Kim, Ga-Ya;Lee, Seung-Hwi
    • Water for future
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    • v.17 no.3
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    • pp.197-209
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    • 1984
  • This study has been carried out to investigate into the local scour of wall-toe and the beach deformation caused by the construction of a seal wall. It has been performed to determine the values of the marine invertigation of HAE UN DAE and two dimensional Movable bed gydraulic model test. From the results of this work approtection method of HAE UN DAE beach erosion is established to reduce the amount of topography deformation by investigating the values of the constructive position of a sea wall, seabed slope, the maximum scour depth, the first and the second influence range, the maximum quantity of beach deformation, and the distance measured from the sea will to the maximum quantity of beach deformation.

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Two Dimensional Numerical Simulation of Bed Change in the Reach near Buyeo Intake Station (부여취수장 부근에서의 하상변동에 대한 2차원 수치모의)

  • Han, Geon-Yeon;Lee, Eul-Rae;Son, Gwang-Ik;Im, Chang-Su
    • Journal of Korea Water Resources Association
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    • v.32 no.6
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    • pp.697-709
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    • 1999
  • Two dimensional finite element model(RMA) is applied to examine sediment transport behavior near Buyeo water intake station of the Keum River. The simulation results of bed change with various discharge conditions agree with those of observation. As the alternatives of channel modification and resulting bed lowering near intake station, construction of jetties and removal of small island are considered. The station of jetties diverted the main stream toward the other side and the width of the main stream did not change so much. The bed elevation of the main channel is reduced about 5~20 cm, when flow condition of 12,030㎥/sec applied. The removal of small island provides the less significant effect on sediment movement. This study shows that the construction of jetties would be effective to reduce the entrainment of sediment.

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Analysis of the Behavior of Concrete Track on Earthwork Considering the Increase in Train Speed (열차속도 증가를 고려한 토공상 콘크리트궤도의 거동 분석)

  • Kim, Jeong-Il;Ahn, Suk-Jun;Kwon, Jong-Wook;Kim, Jin-Il
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.3214-3219
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    • 2011
  • HONAM High Speed Railway project is under construction with the target to have 350km/h design speed from Songjeong Gwangju City to Osong. The track for the whole section of the line is scheduled to be a concrete track in order to decrease total life cycle cost (LCC) according to the decrease of track destruction. However, the study on the related parts to increase the train speed up to 400km/h is on going in order to strength the competitiveness of high speed railway. On this study, the stress of track has been analyzed according to the concrete track design method of Eisenmann using equivalent depth theory proposed by Odemark for behavior analysis of concrete track on track bed, which is having embankment deformation characteristics by train load. The behavior analysis of track is performed to analyze the stress of track bed layer and track according to the variation of design load and train speed. And also, the characteristics of concrete track have been figured out by analyzing the parameter according to the thickness of track bed layer.

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Cooling and Deformation Analysis of a Layered Road in a FDM Type 3D Printing Through Thermal-structural Coupled Simulation

  • Kim, S.L.;Lyu, M.Y.
    • Elastomers and Composites
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    • v.52 no.3
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    • pp.216-223
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    • 2017
  • The additive manufacturing technology, also called 3D printing, is growing fast. There are several methods for 3D printing. Fused deposition modeling (FDM) type 3D printing is the most popular method because it is simple and inexpensive. Moreover, it can be used for printing various thermoplastic materials. However, it contains the cooling of layered road and causes thermal shrinkage. Thermal shrinkage should be controlled to obtain high-quality products. In this study, temperature distribution and cooling behavior of a layered road with cooling are studied through computer simulation. The thermal shrinkage of the layered road was simulated using the calculated temperature distribution with time. Shape variation of the layered road was predicted as cooling proceeded. Stress between the bed and the layered road was also predicted.This stress was considered as the detaching stress of the layered road from the bed. The simulations were performed for various thermal conductivities and temperatures of the layered road, bed temperature, and chamber temperature of a 3D printer. The simulation results provide detailed information about the layered road for FDM type 3D printing under operational conditions.

Deformation characteristics of brick masonry due to partial unloading

  • Alshebani, Milad M.;Sinha, S.N.
    • Structural Engineering and Mechanics
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    • v.11 no.5
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    • pp.565-574
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    • 2001
  • Experimental investigation into the behaviour of half-scale brick masonry panels were conducted under cyclic loading normal to the bed joint and parallel to the bed joint. For each cycle, full reloading was performed with the cycle peaks coinciding approximately with the envelope curve. Unloading, however, was carried out fully to zero stress level and partially to two different stress levels of 25 percent and 50 percent of peak stress. Stability point limit exhibits a unique stress-strain curve for full unloading but it could not be established for partial unloading. Common point limit was established for all unloading-reloading patterns considered, but its location depends on the stress level at which unloading is carried to. Common point curves were found to follow an exponential formula, while residual strains versus envelope strains can be expressed by a polynomial function of a single term. The relation between residual strain and envelope strain can be used to determine the stress level at which deterioration due to cyclic loading began.

A Study on Characteristic Analysis of Ferrule Co-axial Grinding Machine (페룰 연삭기의 안정성평가를 위한 특성해석)

  • Hwang J.H.;Ka C.S.;Chung I.Y.;Ahn Charles
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2005.06a
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    • pp.96-99
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    • 2005
  • Fiber optic connector, ferrule, is a device to connect and align fiber optics cable on fiber-optic communication system. In this paper, Structural analysis was performed to analyze bed and frame structure of co-axial grinding machine. Deformation and modal analysis for natural frequency was performed using ANSYS Designspace program to analyze structural characteristics. New improved model of bed and frame structure was proposed based on initial basic model.

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Structural Optimization and Performance Evaluation of Ultra Precision Co-axial Ferrule Grinding Machining System (초미세 고기능 동축가공 연삭 시스템의 구조 최적화 및 특성 평가)

  • Ahn K.J.;Lee H.J.;Kim G.J.;Kim G.H.
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2006.05a
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    • pp.559-560
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    • 2006
  • Fiber optic connector, ferrule, is a device to connect and align fiber optics cable on fiber-optic communication system. In general $ZrO_2$ ceramic ferrule is manufactured by grinding process because the demands precision is very high. For the precision grinding machining, it is very important that structure of co-axial ferrule grinding system is optimized. In this paper, Structural analysis was performed to analyze bed and frame structure of co-axial grinding machine. Deformation and modal analysis for natural frequency was performed using ANSYS design space program to analyze structural characteristics. New improved model of bed and frame structure was proposed based on initial basic model. Therefore, we estimated the structural characteristics precision co-axial grinding machining system.

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Agglomerated SiO2 nanoparticles reinforced-concrete foundations based on higher order shear deformation theory: Vibration analysis

  • Alijani, Meysam;Bidgoli, Mahmood Rabani
    • Advances in concrete construction
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    • v.6 no.6
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    • pp.585-610
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    • 2018
  • In this study, vibration analysis of a concrete foundation-reinforced by $SiO_2$ nanoparticles resting on soil bed is investigated. The soil medium is simulated with spring constants. Furthermore, the Mori-Tanaka low is used for obtaining the material properties of nano-composite structure and considering agglomeration effects. Using third order shear deformation theory or Reddy theory, the total potential energy of system is calculated and by means of the Hamilton's principle, the coupled motion equations are obtained. Also, based an analytical method, the frequency of system is calculated. The effects of volume percent and agglomeration of $SiO_2$ nanoparticles, soil medium and geometrical parameters of structure are shown on the frequency of system. Results show that with increasing the volume percent of $SiO_2$ nanoparticles, the frequency of structure is increased.

Underground Nuclear Test and Crustal Deformation (핵실험과 지각변동)

  • Kim, Ik-Gon
    • Journal of the Korean Professional Engineers Association
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    • v.44 no.1
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    • pp.44-47
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    • 2011
  • Huge amount of energy produced by an underground nuclear test is released into the surrounding rock. Depending on the properties of the bed rock surrounding the detonation and overlaying it a variety of effects can occur. At some particular depth the increasing amount of material thrown upward is exactly balanced by the decreasing fraction escaping the crater, the crater volume reaches to a maximum. This depth is called the optimum depth of burial and varies somewhat with the geology of the site, being greater for less dense and structurally weaker material.

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