• Title/Summary/Keyword: Design Test Evaluation

Search Result 2,818, Processing Time 0.032 seconds

Specialized Sensors and System Modeling for Safety-critical Application

  • Jeong, Taikyeong Ted
    • Journal of Electrical Engineering and Technology
    • /
    • v.9 no.3
    • /
    • pp.950-956
    • /
    • 2014
  • Special purpose sensor design using MEMS (Micro-Electro-Mechanical Systems) technique is commonly used in Nondestructive Testing (NDT) research for the evaluation of existing structures and for the safety control and requirements. Various sensors and network have been developed for general infrastructures as well as safety-critical applications, e.g., aerospace, defense, and nuclear system, etc. In this paper, one of sensor technique using Fiber Bragg Gratings (FBG) and Finite Element Method (FEM) evaluation is discussed. The experimental setup and data collection technique is also demonstrated. The factors influencing test result and the advantages/limitations of this technique are also reviewed using various methods.

Analysis and Fatigue Life Evaluation of the Ball Bearing with Thin-Section Raceways (박판 궤도륜 볼베어링의 특성해석 및 피로수명 평가)

  • 김완두
    • Tribology and Lubricants
    • /
    • v.13 no.3
    • /
    • pp.48-55
    • /
    • 1997
  • The ball bearing with thin-section raceways which is much lighter than other conventional bearings used in most modem passenger cars and small tracks. The important design parameters of this bearing is the groove radius of raceways, the diametral clearance, the free contact angle and so on. The optimal value of these parameters were determined by considering the dynamic load capacity, the contact angle and the calculated fatigue life. The contact angle between a ball and raceways was calculated by considering the local contact deformation and the structural deformation of thin-section raceways which was estimated by FEM. The raceways were made by means of the press-forming process. The fatigue life tester was designed and manufactured. The fatigue life test was executed and the reliability of this bearing was confirmed.

Investigation of Recent Maintenance and Management in Existing Railway Bridges for Development of Urban Maglev Track Structures Inspection Manual (도시형 자기부상철도 토목구조물 유지관리 지침 작성을 위한 국내 철도교 유지관리 현황 분석)

  • Lee, Gi-Yeol;Yang, Tae-Sock;Chung, Won-Yong
    • Proceedings of the KSR Conference
    • /
    • 2008.11b
    • /
    • pp.107-111
    • /
    • 2008
  • This paper presented a literature review and investigation analysis results of total 19 present guide book and provisions of maintenance and management system in existing railway bridges to development of urban maglev track structures inspection manual. This research carried out a cooperated research subject 3-1, development a design code and maintenance and management inspection manual for urban maglev track structures, of the Center for Urban Maglev Program. Three types of track structures were includes as a major analytical parameter together with railroad, high speed railroad, subway and light rail transit. Bridges were analyzed a general rules, investigation, evaluation, repair and strengthen method as a key aspect. And rail were analyzed examination and maintenance also. This analysis results show that the track structures evaluation are based on the test and examination results, and repaired or strengthened consideration of deterioration, track irregularity and materials according to provision requirements.

  • PDF

Trial Installation and Performance Evaluation of Prefabricated Concrete Slab Track on Revenue Line (프리캐스트 콘크리트 슬래브궤도의 영업선 시험시공 및 성능평가)

  • Jang, Seung-Yup;Kang, Yun-Suk;Lee, Hu-Sam;Kim, Yu-Bong;Lee, Jong-Soo
    • Proceedings of the KSR Conference
    • /
    • 2008.11b
    • /
    • pp.840-845
    • /
    • 2008
  • To develop our original technology of concrete slab track, being widely accepted for new track, prefabricated concrete slab track, or precast concrete slab track has been developed. They have two different types according to slab shape and its dimensions, connection of slabs and connecting structure onto substructure. After the system design and successful performance evaluation in the laboratory, the trial installation on revenue line has been carried out. This paper is presenting the result of the trial installation and the performance tests in field. The performance tests have been performed as visual inspection for cracks and damages, measurement of track alignment and elastic behavior of track under passing trains. The performance test results during last 2 years have shown that no remarkable damages and settlements were found, and track alignment and elastic track behavior both exhibits good status.

  • PDF

Simple Evaluation Method of Uplift Resistance for Frictional Shallow Anchors in Rock

  • Kim, Daehong;Lee, Seungho
    • Journal of the Korean GEO-environmental Society
    • /
    • v.23 no.1
    • /
    • pp.15-23
    • /
    • 2022
  • This paper presents the results of full-scale load tests performed frictional anchors to various lengths at several sites in Korea. Various rock types were tested, ranging from highly weathered shale to sound gneiss. In many tests, rock failure was reached and the ultimate loads were recorded along with observations of the shape and extent of the failure surface. Laboratory tests were also conducted to investigate the influence of the corrosion protection sheath on the bond strength. Based on test results, the main parameters governing the uplift capacity of the rock anchor system were determined. By evaluation of the ultimate uplift capacity of anchor foundations in a wide range of in situ rock masses, rock classification suitable for structural foundation was developed. Finally, a very simple and economical design procedure is proposed for rock anchor foundations subjected to uplift tensile loads.

Analysis of Visual Sensibility Evaluation of Naturally Colored Organic Cotton: Identification of Reliability and Proper Scouring Method

  • Park, Jang-Woon;Chang, Yoon;Hong, Won-Gi;Lee, Myung-Eun;Han, Ah-Reum;Chae, Young-Joo;Cho, Gil-Soo;You, Hee-Cheon
    • Journal of the Ergonomics Society of Korea
    • /
    • v.30 no.2
    • /
    • pp.311-317
    • /
    • 2011
  • Objective: The present study was intended to identify (1) the intra- and inter-rater reliabilities of a visual sensibility evaluation protocol and (2) the effects of NaCOC color and scouring method on the visual sensibility of NaCOC. Thirty female participants(20s & 30s) were participated in the visual sensibility evaluation of NaCOC. Background: Interests in naturally colored organic cotton(NaCOC) increase rapidly in parallel with the social trend of eco-friendly living and wellbeing. Method: Three color sets (ivory, green, and coyote-brown) of NaCOC specimens including one untreated and four treated specimens($Na_2CO_3$; NaOH; enzyme; boiling water) were examined in the study. The visual sensibility evaluation was conducted by the test-retest method using nine pairs of bipolar visual sensibility adjectives(bright-dark; clear-murky; heavy-light; vivid-subdued; warm-cool; fresh-stale; strong-weak; showy-plain; and luxurious-cheap). Results: As a result of reliability of a visual sensibility evaluation protocol, inter-rater variability(average SD=1.06) of visual sensibility evaluation was more than 1.4 times the intra-rater variability(average SD=0.74). However, both the sensibility evaluation reliabilities did not show any systematic pattern of changes. Lastly, ANOVA and post-hoc analysis showed that preferred scouring methods for a visual sensibility adjective pair significantly vary depending on NaCOC color. Application: Both the reliability of visual sensibility evaluation protocol and the analysis of proper scoring method of NaCOC in the study would be useful information to design the affective textile.

The Method of Hierarchical Emotion Evaluation using Intuitive Categorization (직감적 범주화를 이용한 계층적 감성평가방법)

  • Kim, Don-Han
    • Science of Emotion and Sensibility
    • /
    • v.12 no.1
    • /
    • pp.45-54
    • /
    • 2009
  • Categorization in a vital means for dealing with the multitudes of entities in the world surrounding people. Among others, the perceptual and the evaluative similarities factors strongly affect categorization. The conventional SD-type procedure are insufficient in this regard, since it requires an individual subject to make isolated judgments about each stimulus to identify categorization in terms of a group tendency. It disregards the individual categorization in which the similarities are of great importance. Thus in this study the phased emotional evaluation method is suggested based on the intuitive categorization of stimuli and on the similarity judgement of representative/ non-representative case in each category. To verify the effectiveness of the suggested evaluation method the scanned jewelry images are selected as test stimuli for emotional evaluation experiment. As a result of the evaluation experiment, the conventional SD-type procedure is complemented by the emotional evaluation method in phases of the task of intuitive categorization, the selection of the representative images and the setup of the evaluation score of the representative images to internally supplied anchors of evaluating non-representative images.

  • PDF

Ergonomic Design of Necklace Type Wearable Device

  • Lee, Jinsil;Ban, Kimin;Choe, Jaeho;Jung, Eui S.
    • Journal of the Ergonomics Society of Korea
    • /
    • v.36 no.4
    • /
    • pp.281-292
    • /
    • 2017
  • Objective: This study aims to identify important physical design variables in designing a necklace type wearable device, and to present design guidelines to maximize comfort that a user feels upon wearing the device. Background: Interests in fitness culture and personal health are on the rise recently. In such a situation, demand for necklace type wearable devices is projected to increase a lot, as the devices enable users to use their hands freely and to enjoy various contents through connection with mobile devices. However, the necklace type wearable device's comfort was assessed to have the lowest comfort in a running situation, where human body moves up and down and left and right more than other devices wearable on other human body parts. Therefore, the usability of a necklace type wearable device was low. In this regard, studies on identification of the variables affecting user comfort upon wearing a necklace type wearable device and on physical design direction maximizing comfort and usability are needed. Method: A pretest and a main test were carried out to draw the direction of necklace type wearable device design. In the pretest, wearing evaluation on the diverse types of devices released in the market was conducted to draw physical design variables of the devices affecting comfort. Furthermore, variables significantly affecting the comfort of a device were selected through an analysis of variance (ANOVA). In the main test, anthropometry was performed, and information on anthropometric items corresponding to the design variables selected in the pretest was acquired. Based on the pretest results and the anthropometric information in the main test, the present study produced design guidelines maximizing the comfort of a necklace type wearable device with regard to major design variables upon dynamic tasks. Results: According to the pretest results, the variables having effects on comfort were the angle of side points, width, and height. Due to interactions between variables, those need to be simultaneously considered upon designing a device. Upon dynamic tasks, the angle of side points and width of a device was designed to be smaller than mean angle of the trapezius muscle and neck width, and thus attachment to human body was high. As height was designed to be larger than mean neck front and rear point width, comfort was higher due to feeling of stability. Conclusion: Because user sensitivity to comfort was high at human body's inflection points, a device needs to be designed for users not to feel high pressure on specific body parts with the device fitting human body shape well. A design considering user's situation is also required in further studies.

Evaluation of Horizontal Shear Strength for Concrete Composite Members (콘크리트 합성부재의 수평 전단강도 평가)

  • Suh, Jung-Il;Park, Hong-Gun;Hong, Geon-Ho;Kang, Su-Min;Kim, Chul-Goo
    • Journal of the Korea Concrete Institute
    • /
    • v.28 no.4
    • /
    • pp.407-417
    • /
    • 2016
  • In this study, concrete composite beams were tested under two-point loading to evaluate horizontal shear strength. The test variables were a type of composite members (PC+RC, PSC+RC, SFRC+RC), area ratio of high-strength (60MPa) to low-strength concrete (24 MPa), and transverse reinforcement ratio. The test results showed that the contribution of transverse reinforcements and interface conditions had influence on horizontal shear strength. Existing and previous test results were classified according to test methods and the interface conditions and were compared with the predictions of current design codes. On the basis of test results, an improved design method was proposed.

Experimental Study on Seismic Performance Evaluation of Lake Dike Structures under Earthquake Loading (지진하중에 의한 방수제 구조물의 내진성능 평가를 위한 실험적 연구)

  • Shin, Eun-Chul;Kang, Hyeon-Hoe;Kim, Tae-Jin;Chae, Young-Su;Park, Jeong-Jun
    • Journal of the Korean Geosynthetics Society
    • /
    • v.10 no.3
    • /
    • pp.53-62
    • /
    • 2011
  • This paper presents the characteristics behavior of dike structure and foundation ground through the shaking table model test. The vibration loadings of design earthquake acceleration of 0.154g was applied to this laboratory model test regarding on dike structure and foundation ground under the structure. The model was formulated with 1/100 design of representative cross section for evaluating the effectiveness of vibration. Based on the test results, we can analysis the behavior of lateral displacement and settlement characteristics of structure under the earthquake loading. The pore water pressure was also monitored in the upper, middle and lower layers of ground. Finally, the actual displacements and pore water pressure of the structure can be predicted by using the results of the laboratory shaking table test.