• Title/Summary/Keyword: structural evaluation

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Quality evaluation of diamond wire-sawn gallium-doped silicon wafers

  • Lee, Kyoung Hee
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.23 no.3
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    • pp.119-123
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    • 2013
  • Most of the world's solar cells in photovoltaic industry are currently fabricated using crystalline silicon. Czochralski-grown silicon crystals are more expensive than multicrystalline silicon crystals. The future of solar-grade Czochralski-grown silicon crystals crucially depends on whether it is usable for the mass-production of high-efficiency solar cells or not. It is generally believed that the main obstacle for making solar-grade Czochralski-grown silicon crystals a perfect high-efficiency solar cell material is presently light-induced degradation problem. In this work, the substitution of boron with gallium in p-type silicon single crystal is studied as an alternative to reduce the extent of lifetime degradation. The diamond-wire sawing technology is employed to slice the silicon ingot. In this paper, the quality of the diamond wire-sawn gallium-doped silicon wafers is studied from the chemical, electrical and structural points of view. It is found that the characteristic of gallium-doped silicon wafers including texturing behavior and surface metallic impurities are same as that of conventional boron-doped Czochralski crystals.

Performance evaluation of steel and composite bridge safety barriers by vehicle crash simulation

  • Thai, Huu-Tai
    • Interaction and multiscale mechanics
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    • v.3 no.4
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    • pp.405-414
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    • 2010
  • The performance of full-scale steel and composite bridge safety barriers under vehicle crash is evaluated by using the nonlinear explicit finite element code LS-DYNA. Two types of vehicles used in this study are passenger car and truck, and the performance criteria considered include structural strength and deformation, occupant protection, and post-crash vehicle behavior. It can be concluded that the composite safety barrier satisfies all performance criteria of vehicle crash. Although the steel safety barrier satisfies the performance criteria of occupant protection and post-crash vehicle behavior, it fails to satisfy the performance criterion of deformation. In all performance evaluations, the composite safety barrier exhibits a superior performance in comparing with the steel safety barrier.

Quality Characteristics for the Quality Evaluation of Information System (정보시스템의 품질평가를 위한 품질특성)

  • Kim, Ji-Myung;Lee, Kwan-Suk
    • Journal of Korean Society for Quality Management
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    • v.36 no.4
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    • pp.19-28
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    • 2008
  • The purpose of this study is to search for the quality characteristics for evaluation of the information system. The quality characteristics are an important factor for selection, implementation and maintenance of the information system of the company. Of course in the end, the quality of the information system in a company is directly related with the business performance of the company. This paper is a study of a model with four independent variables, a parameter variable, and a total of 15 hypotheses, investigated by a questionnaire method. It conducted the model analysis of structural equation to use statistical package for questionnaire analysis.

Performance Evaluation for Piezoelectric Unimorph Actuator with Stress Distribution (응력 분포에 따른 압전 유니모프 작동기의 성능 평가)

  • Lee, Jong-Won;Kang, Lae-Hyoung;Han, Jae-Hung;Jung, Sang-Jun;Ko, Han-Young
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2008.04a
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    • pp.127-131
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    • 2008
  • This paper deals with the performance evaluation of piezoelectric unimorph actuator. In the unimorph design, the thickness ratio of substrate to piezoelectric material and the elastic modulus ratio of substrate to piezoelectric material are important parameters. There exists only one structural configuration that satisfies the optimal condition among them, and actuators using that configuration exhibit better actuating displacements. Another design parameter is the piezoelectric coefficient which can be improved due to the induced tensile stress and voltages. The application of the tensile stress to the piezoelectric material makes it get higher piezoelectric coefficient and the total displacement performance of the unimorph actuator is improved. Finally, the piezoelectric actuator system with spring elements is fabricated and it shows higher actuating displacement capability.

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Evaluation of Post-earthquake Seismic Capacity of Reinforced Concrete Buildings suffering from earthquakes (지진피해를 받은 철근콘크리트 건물의 잔존내진성능평가)

  • Kang, Dae-Eon;Yi, Waon-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.11a
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    • pp.105-108
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    • 2005
  • In damage investigation of building structures suffering from earthquake, estimation of residual seismic capacity is essential in order to access the safety of the building against aftershocks and to judge the necessity of repair and restoration. It has been proposed that an evaluation method for post-earthquake seismic capacity of reinforced concrete buildings based. on the residual energy dissipation capacity (the residual seismic capacity ratio )in lateral force-displacement curve of structural members. The proposed method was adopted in the Japanese 'Damage Level Classification Standard' revised in 200l. To evaluate the residual seismic capacity of RC column, experimental tests with positive and negative cyclic loading was carried out using RC building column specimen. Parameters used by the experiment are deformability and member proportion. From the test results, it is appropriated that the residual seismic capacity of RC buildings damaged by earthquakes is evaluated using the method in the Guideline.

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Improved Evaluaton for the Seismic Capacity of Rock-Fill Dam (사력댐의 향상된 내진성능 평가방법)

  • Kwon, Hyek-Kee;Jang, Jung-Ryeol;Hur, Choon-Kun
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.697-704
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    • 2005
  • The objective of this study is firstly to frame up the seismic safety of rock-fill dams. It is necessary to analyze seismic response and evaluate seismic performance of rock-fill dams during earthquake. In this study, seismic damage and dynamic analysis of rock-fill dams using structural analysis package such as FLAC were performed. According detailed analysis, the vibration through the dam structure seems to be very critical depending on the shape of the dams. For more precise evaluation of seismic fragility of rock-fill dams, further research is still needed.

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Seismic Retrofit and Seismic Performance Evaluation of Existing School Structures Using diagonal, x-shaped, chevron Braces (가새를 사용한 기존 학교건축물의 내진보강 및 내진성능평가)

  • Kim, Dong-Keon
    • Journal of The Korean Digital Architecture Interior Association
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    • v.11 no.2
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    • pp.115-121
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    • 2011
  • Occurrence of earthquakes have been increased all over the world and also, magnitude of earthquakes have been larger these days. Earthquake can be happened in Korea and is not a safe country any more. Many buildings are exposed at danger without any alternatives against earthquake in Korea. Among various kinds of buildings, school buildings are very important and urgent, because many students stays at school and young students have some difficulty to evacuate. Also, most existing school buildings in Korea were not designed considering earthquake resistant design codes. Thus, in this study, 3 types of braces were applied for seismic retrofits of existing school buildings using commercial structural analysis software and effective seismic retrofits were evaluated and discussed based on results by time history analysis.

Development of the Bead Flush Method to Evaluate 3-Dimensional Welding Residual Stresses (3차원 용접잔류응력평가를 위한 비드플러시법의 개발)

  • Lee, Hyoung-No;Haruo, Nakamura;Hideo, Kobayashi
    • Proceedings of the KSME Conference
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    • 2001.11a
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    • pp.49-54
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    • 2001
  • Measurement of welding residual stresses is one of important tasks to assess the structural integrity of welded structures. For operating components, especially, nondestructive techniques are required. By now, authors have proposed a new residual stress evaluation method, the bead flush method, where residual stresses are calculated from eigenstrain distribution determined by surface removal of reinforcement. In this paper, a brief description of the bead flush method is given and its utility and problem to be overcome are discussed. And also stabilization method of solution set of eigenstrain in inverse analysis is proposed.

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The Effects of Trust on Customer Satisfaction and Re-use Intention in P2P File Sharing (P2P파일공유에서 신뢰가 고객만족과 재이용의도에 미치는 영향)

  • Cho, Chul-Ho;Kang, Byung-Suh
    • Journal of Korean Society for Quality Management
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    • v.34 no.2
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    • pp.33-47
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    • 2006
  • This study was designed to examine the casual relationships among trust evaluation factors, trust, customer satisfaction, and re-use intention in the P2P file sharing service. We applied structural equation model to test the hypotheses and research model. As a result of this study, trust evaluation factors affect trust and customer satisfaction and both of trust and customer satisfaction affect re-use intention respectively and significantly. Also trust affects customer satisfaction significantly. Specifically, trust was empirically confirmed as one of the important factors preceding customer satisfaction and re-use intetion in the P2P file sharing service. Therefore, this study shows that trust is important factor that P2P companies have to emphasize to raise user satisfaction and performance.

Fracture Criterion and Fracture Behavior in Si3N4/Metal Bonded Joints (질화규소/금속 접합재에 대한 파괴기준 및 파괴거동)

  • 김기성
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 1998.03a
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    • pp.233-238
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    • 1998
  • Recently, the uses of ceramic/metal bonded joints for structural materials have increased in various engineering fields such as automobiles, heat engines, and so on. A method of strength evaluation focussing on fracture criterion of mixed was investigated in Si3N4/metal bonded joint. Also, Fracture toughness tests of Si3N4/metal bonded joints with an interface crack were carried out and the stress intensity factors of these joints were analyzed by boundary element method. From the results, the fracture criterion and method of strength evaluation by the fracture toughness were proposed in Si3N4/metal bonded joints

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