• 제목/요약/키워드: Static safety

검색결과 969건 처리시간 0.026초

도전성 고무 매트를 이용한 수소 기반 시설에서 제전 신뢰성 향상 (Conductive Rubber for Enhanced Safety in Hydrogen-based Facilities from Electrostatic Discharge)

  • 이수운;고재환;송지원;김찬우;김충일;김해술;허만억;정재형;송형준
    • 한국안전학회지
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    • 제39권1호
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    • pp.9-15
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    • 2024
  • Hydrogen-based electricity and transportation systems are widely recognized as sustainable power sources. However, the low ignition energy of hydrogen, only 1/10th that of conventional fossil fuels, poses a safety concern involving the risk of ignition due to electrostatic discharge from facility workers. Therefore, anti-static systems are imperative for hydrogen-based electricity facilities. To address this, we propose a reliable conductive rubber mat (CRM) to ensure the safety of these facilities. Unlike conventional anti-static floors that utilize conductive paint (CP), the CRM features a uniform distribution of conductive components in chemically and mechanically stable rubber. As a result, the CRM is unyielding to polar solvents (such as ethanol and hydrosulfuric acid) and non-polar solvents (like mineral oil) without increasing its resistance. Moreover, the CRM can withstand mechanical stress. Consequently, the human-body voltage of workers on the CRM would be sufficiently low enough to protect them from hydrogen explosions, thereby enhancing overall safety.

운행 자동차에 대한 정적 및 동적 제동력 검사 시스템의 제동력 특성 비교 (Comparison in Braking Force Characteristics for the Static and Dynamic Braking Force Inspection System about Vehicles in Service)

  • 오상엽
    • 한국자동차공학회논문집
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    • 제23권3호
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    • pp.344-351
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    • 2015
  • Braking force inspection of vehicles in service is certainly one of the most important characteristics that affect vehicle safety. Up to now, in domestic country, the regular safety inspection of vehicles in service has been tested with a roller type brake test (a static braking force inspection system). But, in EU and USA etc. in recent years, it has been tested with a plate type brake test (a dynamic braking force inspection system). In this study, to compare the characteristics of above two test systems, the correlations for the results of braking force are evaluated statistically. As the results, in the case of main braking force, the range of the $R^2$ of the deviation for the left and right side is 0.5386 ~ 0.6231 in the rear axle and 0.0032 ~ 0.0052 in the front axle respectively, then the $R^2$ in the front axle is lower than that in the rear axle and the total variation is unexplained by the least-squares regression line statistically. Also, the p-value for the deviation of the left and right in the front axle is 0.4839 ~ 0.5755, then it has nonsignificant in the front axle. Therefore, the static braking force inspection system can not reflect the inertia force that there is a load transfer from the rear axle to the front axle during braking. Accordingly, it is necessary to adopt the dynamic braking force inspection system which can reflect the inertia force on the regular vehicle safety inspection in domestic country.

Static test on failure process of tubular T-joints with initial fatigue crack

  • Wang, Yamin;Shao, Yongbo;Song, Shengzhi;Yang, Dongping
    • Steel and Composite Structures
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    • 제24권5호
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    • pp.615-633
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    • 2017
  • Fatigue crack initiated in welded tubular joints due to cyclic loading may produce harmful effect on the integrity of the tubular structures. To study such effect, both fatigue and static tests on nine circular tubular T-joint specimens made of carbon steel materials were carried out. The specimens were subjected to tensile loading in both fatigue and static tests. The load-displacement relation, the crack propagation and the failure mode of the specimens are all analyzed. The deterioration of the static strength of the cracked T-joints is also investigated and evaluated through an area reduction factor. Experimental results indicate that the static strength of a tubular T-joint with a surface crack seems to decrease slightly while a through crack has relatively remarkable effect on the reduction of the static strength. Additionally, experimental results also show that the toughness of the materials and the geometry of the specimens play an important role on the failure process of cracked tubular T-joints.

축압축을 받는 CFRP 적층부재의 에너지흡수특성과 파괴모드에 관한 연구 (A Study on the Energy Absorption Characteristics and Fracture Mode of CFRP Laminate Members under Axial Compression)

  • 김정호;정회범;전형주
    • 한국안전학회지
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    • 제17권3호
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    • pp.7-12
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    • 2002
  • The object of this paper is to investigate collapse characteristics of CF/Epoxy(Carbon Fiber/Epoxy resin) composite tubes on the change of interlaminar number and fiber orientation angle of outer and to evaluate reappearance of collapse characteristics on the change of tension strength of fibers under static and impact axial compression loads. When a CF/Epoxy composite tube is mushed, static/impact energy is consumed by friction between the loading plate and the splayed fiends of the tube, by fracture of the fibers, matrix and their interface. In general, CF/Epoxy tube with 6 interlaminar number(C-type) absorbed more energy than other tubes(A, B, D-types). The maximum collapse load seemed to increase as the interlaminar number of such tubes increases. The collapse mode depended upon orientation angle of outer of CF/Epoxy tubes and loading status(static/impact). Typical collapse modes of CF/Epoxy tubes are wedge collapse mode, splaying collapse mode and fragmentation collapse mode. The wedge collapse mode was shorn in case of CF/Epoxy tubes with 0$^{\circ}$ orientation angle of outer under static and impact loadings. The splaying collapse mode was shown in only case of CF/Epoxy tubes with 90$^{\circ}$ orientation angie or outer under static loadings, however in impact tests those were collapsed in fragmentation mode. So that CF/Epoxy tube with 6 interlaminar number and 90$^{\circ}$ outer orientation angle presented to the optimal collapse characteristics.

신형식 CFTA 거더 교량의 구조성능평가 (Structural Performance Analysis of New Type CFTA Girder Bridge)

  • 이지오;정민철;박경훈;공정식
    • 한국방재학회 논문집
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    • 제11권1호
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    • pp.15-22
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    • 2011
  • 본 논문에서는 아치 형상을 갖는 강재 거더에 콘크리트가 충진되고 외부에 긴장력을 도입하여 구조적 효율성을 높인 CFTA 거더(Concrete-Filled and Tied Steel Tubular Arch Girder)의 아치효과와 구조적 성능을 검증하기 위해 정적하중재하실험을 수행하였고, 실험결과의 타당성을 검증하기 위해 유한요소해석을 수행하였다. CFTA 거더는 강재, 콘크리트, PS강재 등을 이용하여 각 재료의 역학적 장점을 최대한 발휘하도록 형상화하였다. 본 연구에서는 프레임해석프로그램으로 지간장 12m인 축소모형을 설계하였으며, 해석결과에 근거하여 정적재하실험이 수행되었다. 정적재하실험 결과, CFTA 거더의 구조적 성능과 안전성이 검증되었으며, 아치 효과에 의해 타 구조형식과는 다른 처짐 형상이 나타났다. 또한 ABAQUS 프로그램을 이용한 유한요소해석을 통해 차량 충돌 안정성과 정적재하실험결과의 타당성을 입증하였다.

도심자율주행을 위한 라이다 정지 장애물 지도 기반 차량 동적 상태 추정 알고리즘 (LiDAR Static Obstacle Map based Vehicle Dynamic State Estimation Algorithm for Urban Autonomous Driving)

  • 김종호;이호준;이경수
    • 자동차안전학회지
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    • 제13권4호
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    • pp.14-19
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    • 2021
  • This paper presents LiDAR static obstacle map based vehicle dynamic state estimation algorithm for urban autonomous driving. In an autonomous driving, state estimation of host vehicle is important for accurate prediction of ego motion and perceived object. Therefore, in a situation in which noise exists in the control input of the vehicle, state estimation using sensor such as LiDAR and vision is required. However, it is difficult to obtain a measurement for the vehicle state because the recognition sensor of autonomous vehicle perceives including a dynamic object. The proposed algorithm consists of two parts. First, a Bayesian rule-based static obstacle map is constructed using continuous LiDAR point cloud input. Second, vehicle odometry during the time interval is calculated by matching the static obstacle map using Normal Distribution Transformation (NDT) method. And the velocity and yaw rate of vehicle are estimated based on the Extended Kalman Filter (EKF) using vehicle odometry as measurement. The proposed algorithm is implemented in the Linux Robot Operating System (ROS) environment, and is verified with data obtained from actual driving on urban roads. The test results show a more robust and accurate dynamic state estimation result when there is a bias in the chassis IMU sensor.

무인비행체 비행제어 Open Source 소프트웨어에 대한 정적분석 및 개선방안 (Static Analysis and Improvement Opportunities for Open Source of UAV Flight Control Software)

  • 장정훈;강유선;이지현
    • 한국항공우주학회지
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    • 제49권6호
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    • pp.473-480
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    • 2021
  • 소형 무인비행체 드론의 비행제어기(Flight Controller) 소프트웨어로 널리 사용되고 있는 오픈소스(Open Source)에 대한 정적분석(Static Analysis)을 통해 소프트웨어 품질의 문제점을 분석하고 개선 방안을 제시한다. 소프트웨어 품질 기준으로는 국제적으로 널리 적용되고 있는 MISRA 코딩 규칙을 선정하였으며, 정적분석 도구는 국제 도구인증(Tool Certification)을 받아 항공분야 뿐만 아니라 안전성(Safety)이 요구되는 자동차, 철도, 원자력, 의료 등 모든 산업에서 활용되고 있는 LDRA Tool을 사용하였다. 오픈소스 모듈의 구조, 사용 데이터 분석, 코딩 규칙 준수, 품질 지표(복잡도 및 시험성) 등 소프트웨어의 품질 전반에서 안전성을 위협하는 문제점들을 발견하였으며, 이에 대한 개선 방안을 제시하였다.

정적 수평하중에 의한 경량벽체의 최대변형량 허용기준에 관한 연구 (Permissible Criteria of the Stiffness of Lightweight Wall by the Horizontal Static Load)

  • 송정현;김기준;최수경
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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    • pp.204-205
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    • 2014
  • Among common test methods of assessing structure safety for existing lightweight walls, the criteria of the quality assessment of the horizontal static load resistance has been considered ambiguous. In the current study, therefore, an experiment was conducted to figure out the standardized assessment criteria of the lightweight wall's horizontal static load resistance. Based on the findings of the experiment with gypsum board and ALC block walls, an acceptable amount of each standard and the variables of the stud wall arising from the appropriate load (1000N) on the wall in a daily life were accounted for, arbitrarily setting the maximum deformation amount below 15mm.

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고속철도용 윤축의 정${\cdot}$동적파괴인성 평가 (Static and Dynamic Fracture Toughness of Wheelset for High Speed Train)

  • 권석진
    • 한국철도학회논문집
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    • 제8권3호
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    • pp.210-215
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    • 2005
  • The safety evaluations of railway wheelsets make use of the static fracture toughness obtained in ingot materials. The static fracture toughness of wheelset materials has been extensively studied by experiments, but the dynamic fracture toughness with respect to wheelset materials has not been studied enough yet. It is necessary to evaluate the characteristics of the fracture mechanics depending on each location for a full-scale wheelset for high-speed trains, because the load state for each location of the wheelset while running is different the contact load between the wheel and rail, cyclic stress in the wheel plate, etc. This paper deals with the fracture toughness depend on load rates. The fracture toughness depending on load rate data shows that once the downward curve from quasi-static values was reached, subsequent values showed a slow increase with respect to the impact velocity. This means that dynamic fracture toughness should be considered in the design code of the wheelset material.

정적 및 피로시험에 의한 틸팅열차용 볼스터의 구조강도평가 (Strength Evaluation for Bolster of Korean Tilting Train by Static and Fatigue Tests)

  • 김남포;김정석
    • 대한기계학회논문집A
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    • 제30권2호
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    • pp.210-218
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    • 2006
  • This paper has performed static, fatigue and nondestructive test of tilting' bolster frame for Korean tilting train. From the static test, the structural safety was investigated using Goodman diagram. After the static test, the fatigue test were conducted under tilting load conditions. The fatigue test was conducted for $10\times10^6$ cycles. During the fatigue test, the nondestructive tests using magnetic particle and liquid penetrant were performed at $6\times10^6$cycle and $10\times10^6$cycle. From the crack detection tests, it was known that there was no fatigue crack in the tilting bolster.