• 한국생산제조학회지
• /
• 제22권1호
• /
• pp.70-76
• /
• 2013

This study investigates structural durability through the analyses of stress, fatigue life and vibration damage at bike carrier basket. As model 2 has less stress and deformation than model 1 on static structural analysis, model 2 becomes more durable than model 1. Among the cases of nonuniform fatigue loads, 'SAE bracket history' with the severest change of load becomes most unstable but 'Sample history' becomes most stable. The amplitude deformations become highest at maximum response frequency of 2400Hz in cases of models 1 and 2. As the values of maximum equivalent stresses become within the allowable material stresses at two holes at the upper parts on models 1 and 2, these models become safe. The structural result of this study can be effectively utilized with the design of bike carrier basket by investigating prevention and durability against fatigue or vibration damage.

• 한국정보통신학회:학술대회논문집
• /
• 한국정보통신학회 2021년도 춘계학술대회
• /
• pp.589-591
• /
• 2021

해양플랜트 산업 및 선박 건조현장에서는 다양한 업무 형태로 인해 고소작업용 Access Service Basket을 사용 중에 있다. 하지만 이런 시스템을 운용함에 있어서 다양한 형태의 안전사고가 지속적으로 일어나고 있다. 현재 사용되고 있는 고소용 작업대의 경우에는 적재용량, 근접거리, 운용 방향 등을 작업자가 판단하여 운용함에 다양한 위험에 노출되어 있는 형태이다. 본 논문에서는 이 문제를 해결하기 위하여 고소작업용 시스템에 IoT 기반의 모니터링 및 충돌 경보 시스템을 접목한 장치를 개발하였다. 개발한 장치로 하여금 작업자 및 관리자가 쉽게 운용상태를 확인할 수 있고 그에 따라서 안전사고를 미리 예방하는 장치를 전문가 입회하에 테스트하여 그 신뢰성을 확보하였다.

• 재활복지공학회논문지
• /
• 제9권4호
• /
• pp.309-317
• /
• 2015

본 연구에서는 노약자들의 등산활동 시 많이 사용되는 등산스틱의 안전과 성능의 평가를 위한 등산스틱 시험규격 안을 제안하였다. 연관규격조사, 관련 특허 및 논문 조사, 제품현황조사, 파손사례조사, 전문가조사 등을 통해 9가지 등산스틱 성능(안전)요인을 도출하였으며 이 요인들을 시험하기 위한 규격시험장비 3종(비틀림 및 직진도 시험장비, 내구성 시험장비, 스파이크 및 팁 내구성 시험장비)을 설계 제작하였다. 시험에 사용한 시료는 2014년 9월 네이버 쇼핑 기준 판매순위 상위 브랜드 15개의 일자형 손잡이 제품(각 제품별 6개 시료)을 선정하여 사용하였다. 성능요인에 대한 실제시료시험결과 및 전문가회의를 통해 총 6가지의 시험규격 항목 안(편심하중, 길이조절부 압축, 손목걸이 하중, 바스켓 하중, 스파이크 및 팁 내구성, 등산스틱 당김)을 도출하였다.

• 한국생산제조학회지
• /
• 제21권6호
• /
• pp.885-891
• /
• 2012

In this study, some structural analysis using 3D CAD data, material properties, load conditions and boundary conditions are carried out to evaluate structural stability of the multi-aerial platform for high-rise fire fighting and rescue. We conduct structural analysis for the upper structures such as turn table, booms and basket, by using a universal structural analysis program NASTRAN. As the results, there is local stress exceeding the yield strength, but it is able to relax stress concentration in a way such as changing thickness of the structure or making larger inertia moment in cross section of booms.

• Journal of Mechanical Science and Technology
• /
• 제15권3호
• /
• pp.327-338
• /
• 2001

This paper presents the results of a structural analysis to determine design variables such as the inner basket array type, and thicknesses of the outer shell, and lid and bottom of a spent nuclear fuel disposal canister. The canister construction type introduced here is a solid structure with a cast iron insert and a corrosion resistant overpack, which is designed for the spent nuclear fuel disposal in a deep repository in the crystalline bedrock, entailing an evenly distributed load of hydrostatic pressure from the groundwater and high swelling pressure from the bentonite buffer. Hence, the canister must be designed to withstand these high pressure loads. Many design variables may affect the structural strength of the canister. In this study, among those variables, the array type of inner baskets and thicknesses of outer shell and lid and bottom are attempted to be determined through a linear structural analysis. Canister types studied hear are one for the pressurized water reactor (PWR) fuel and another for the Canadian deuterium and uranium reactor (CANDU) fuel.

• 한국생산제조학회지
• /
• 제22권6호
• /
• pp.901-907
• /
• 2013

The development of high-rise firefighting vehicles warrants thorough structural analysis for ensuring vehicle stability. A few structural analyses were carried out using CAD data, material properties, load conditions, and boundary conditions for evaluating the structural stability of an overloaded multi-aerial platform for firefighting and rescue. Structural analysis was performed with an analytical model consisting of a turntable, six booms, two jib booms, and a basket structure. This model was operated in eight modes. All simulation was performed using NASTRAN, a commercial code. As a result, we confirm that the position of local stress exceeds that of the yield strength. Therefore, stress concentration relaxation is possible by introducing reinforcing boom structures, changing the shape, or imparting a larger moment of inertia to the booms' cross sections.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 1997년도 추계학술대회 논문집
• /
• pp.617-620
• /
• 1997

In this paper, the thermal stress analysis of spent nuclear fuel disposal canister in a deep repository at 500m underground is done for the underground pressure variation. Since the nuclear fuel disposal usually emits much heat and radiation, its careful treatment is required. And so a long term safe repository at a deep bedrock is used. Under this situation, the canister experiences some mechanical external loads such as hydrostatic pressure of underground water, swelling pressure of bentonite buffer, and the thermal load due to the heat generation of spent nuclear fuel in the basket etc.. Hence, the canister should be designed to designed to withstand these loads. In this paper, the thermal stress analysis is done using the finite element analysis code, NISA.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2001년도 봄 학술발표회 논문집
• /
• pp.259-266
• /
• 2001

This paper presents the results of a structural analysis to determine design variables such as the inner basket array type, and thicknesses of the outer shell and the lid and bottom of a spent nuclear fuel disposal canister. The canister construction type introduced here is a solid structure with a cast iron insert and a corrosion resistant overpack, which is designed for the spent nuclear fuel disposal in a deep repository in the crystalline bedrock, entailing an evenly distributed load of hydrostatic pressure from the groundwater and large swelling pressure from the bentonite buffer. Hence, the canister must be designed to withstand these large pressure loads. Many design variables may affect the structural strength of the canister. In this study, among those variables, the array type of inner baskets and thicknesses of outer shell and lid and bottom are attempted to be determined through a linear static structural analysis. Canister types studied here are one for the pressurized water reactor (PWR) fuel and another for the Canadian deuterium and uranium reactor (CANDU) fuel.

• 방사성폐기물학회지
• /
• 제21권4호
• /
• pp.439-450
• /
• 2023

In this study, the impact load resulting from collision with the fuel rods of surrogate spent nuclear fuel (SNF) assemblies was measured during a rolling test based on an analysis of the data from surrogate SNF-loaded sea transportation tests. Unfortunately, during the sea transportation tests, excessive rolling motion occurred on the ship during the test, causing the assemblies to slip and collide with the canister. Hence, we designed and conducted a separate test to simulate rolling in sea transportation to determine whether such impact loads can occur under normal conditions of SNF transport, with the test conditions for the fuel assembly to slide within the basket experimentally determined. Rolling tests were conducted while varying the rolling angle and frequency to determine the angles and frequencies at which the assemblies experienced slippage. The test results show that slippage of SNF assemblies can occur at angles of approximately 14° or greater because of rolling motion, which can generate impact loads. However, this result exceeds the conditions under which a vessel can depart for coastal navigation, thus deviating from the normal conditions required for SNF transport. Consequently, it is not necessary to consider such loads when evaluating the integrity of SNFs under normal transportation conditions.

• 한국전산구조공학회논문집
• /
• 제22권5호
• /
• pp.381-390
• /
• 2009

본 논문에서는 중수로(CANDU Reactor)에서 배출되는 고준위폐기물을 지하 500m의 화강암 암반의 처분장에 장기간(약 10,000년 동안) 처분하기 위하여 여러 구조적 안전성 평가 수행을 통하여 개발된 처분용기에 대하여 구조적 안전성 평가 보완 해석을 수행하였다. 기존에 설계된 중수로용 처분용기 모델은 내부에 33개의 고준위 폐기물 다발을 직경 122cm의 원통형 처분용기가 지탱하는 구조물로 구조적 안전성은 문제가 없으나 너무 무거운 단점이 지적되었다. 따라서 구조적 안전성을 유지하면서 좀 더 경량화 된 처분용기모델을 개발하는 것이 요구된다. 중수로 처분용기모델을 경량화하는 방법에는 두 가지가 있는데, 첫째는 외력조건 및 안전계수 등에 대한 조건을 완화하는 방법이고, 둘째는 중수로 처분용기내의 고준위폐기물다발의 개수를 줄여 구조물 단면 형상을 최적화시키는 방법이다. 따라서 본 논문에서는 기존의 처분용기 개발 시 적용된 외력조건 등에 대한 조건들을 완화하여 설계 완성된 기존의 처분용기에 대하여 외력 조건 및 용기의 재원(직경 등) 들을 변화시키면서 구조해석을 재수행하고, 동시에 기존 33개의 고준위폐기물 다발의 개수를 줄여서 용기의 여러 재원에 대하여 구조해석을 수행하여 최적의 경량화된 단면형상을 도출하였다. 이를 바탕으로 외력 조건에 따른 처분용기의 재원 등을 재산출하였다. 보완 해석결과 기존의 122cm의 처분용기의 직경을 줄여 경량화시킬 수 있음이 확인되었다.