• Journal of Korean Society of Industrial and Systems Engineering
• /
• v.17 no.31
• /
• pp.49-58
• /
• 1994

본 논문에서는 실제 작업 상황에 대한 신체역학적 해석을 할때에 기술적으로 어려운 부분중의 하나로 지목되는 외부하중 추정방법을 제시하고 그에 대한 결과로, 실제상황에 있어서의 외부하중과 외부모멘트의 분포를 구하였다. 개발된 외부하중 추정방법은 Psychophysics의 RPE(Ratings of Perceived Exertion)의 개념에 근거하였으며, 외부하중은 RPE와 그밖의 작업 혹은 개인적 특성을 나타내는 변수들에 의한 회귀분석으로 추정되었다. 구해진 실제 상황에서의 외부하중분포로부터 다양한 수작업의 특성과 그리고 그에 따르는 각 손관절의 역할을 해석하였다.

• Journal of Aerospace System Engineering
• /
• v.16 no.1
• /
• pp.104-109
• /
• 2022

The bomb rack unit (BRU) installed inside the pylon serves to fix external attachments such as external fuel tank or external weapon, and also serves to separate external attachments in case of emergency. In particular, the load generated when the external attachment is separated from the BRU is called the punching load. In this study, we present the results of a structural static test performed to verify the structural integrity of the pylon under the BRU punching condition acting on it. In the structural static test report, we present the implementation method for the separation load of the external attachment and the test profile for the BRU punching load condition, and compared the error between the load input signal and the feed-back signal to determine the appropriateness of load control in each test. Furthermore, we compared the strain results obtained in the numerical analysis and structural test at the main positions of the specimen. As a result, it was shown that the load of the actuators were properly controlled within the allowable error range in each test, and the numerical analysis effectively predicted the test result. Finally, through structural static tests conducted by design limit load and design ultimate load, we verified that the aircraft pylon dealt with in this study has sufficient structural strength for external attachment separation condition.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.31 no.8
• /
• pp.91-98
• /
• 2003

In the structural analysis of a launch vehicle, the construction of loading functions and the determination of responses to them are very important. Among many kinds of loads, acoustic load generated by exhaust is a random load that can be described in a statistical manner. In this study, loading functions corresponding to the acoustic loads are constructed and applied to the structural analysis of launch vehicle. Acoustic loading functions are constructed using source allocation method. Structural analyses are carried out by using finite element modelling and frequency response function of finite element model. The stresses resulting from acoustic loads and acceleration power spectral density functions at interfaces of each section are calculated. These analyses are essential for the development of environmental test specifications and associated dynamic design requirements which are necessary to ensure overall vehicle reliability.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.28 no.6A
• /
• pp.809-817
• /
• 2008

Recently, the external prestressing method is being much frequently used in strengthening reinforced concrete structures because of it's excellent load resistance and serviceability increases comparing to other strengthening methods. However, it is true that the research on fatigue performance of concrete structures strengthened by the external prestressing using FRP tendons is rare. Therefore, the purpose of this study is to evaluate the safety and feasibility of the external prestressing method by analyzing the characteristics of the reinforced concrete beam strengthening using FRP tendons under repeated loads. Test variables adopted in this experimental study are the types of external prestressing material (steel or FRP tendon) and the repeated load ranges. The repeated load range have the minimum 50% of yield load of reinforced concrete beam and the maximum 70-85%. The test beams are loaded by 4 point loadings with 3 Hz sine wave. From this experimental study, it is confirmed that the reinforced concrete beams strengthened using FRP tendons have sufficient safety against fatigue, especially in FRP tendon itself, tendon at deviators and tendon at anchorages.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2014.02a
• /
• pp.487.2-487.2
• /
• 2014

일반적으로 PV모듈은 태양전지의 내구성을 보완하기 위해 유리, EVA, Back-sheet, Frame등을 사용하여 보호하게 된다. 이렇게 하나의 PV모듈로 만들어져 약 20년간 옥외에 노출 되면서 다양한 하중에 노출된다. PV모듈의 변형이 발생하면서 PV모듈 내부에 위치하는 태양전지도 다양한 원인에 의해 외부에서 힘을 받음으로써 변형이 일어나고 심지어 태양전지의 파손이 발생 되는 경우도 있다. 따라서 PV모듈 내에 존재하는 태양전지가 외부하중에 의한 내구성을 확보하기 위해서는 유리, EVA, Frame과 같은 PV모듈 구성소재가 하중에 대한 변형량을 분석함으로써 태양전지 파손을 방지할 수 있는 구조 및 재료 연구에 활용 될 수 있을 것으로 판단된다. 이를 분석하기 위해 강화유리를 중심으로 EVA, 태양전지, Back-sheet의 적층화 과정에서 외부하중에 대한 변형량 비교와 강화유리, EVA 두께 변화에 따른 변형량, 라미네이션(Lamination)된 모듈과 프레임 사이의 접착력이 변형량에 어떤 영향을 미치는 확인하였다.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.28 no.3
• /
• pp.283-291
• /
• 2015

In this paper, the two-dimensional(2D) and three-dimensional(3D) analyses have been performed in order to evaluate the structural integrities and compare 2D and 3D results for nozzles attached to cylindrical shells. Three nozzles, which are currently used in the nuclear power plant, are chosen to evaluate the structural integrities, and each nozzle is subjected to internal pressure, temperature variation and external loads. It is found that the 2D analysis for internal pressure should be performed with a factor of more than 1.5 or a stress concentration factor; 2D and 3D analysis results for temperature variation are almost similar to each other regardless of cladding; and the analysis results for external loads by WRC Bulletin 297 are more conservative than the 3D analysis results.

• Journal of the Korean GEO-environmental Society
• /
• v.9 no.6
• /
• pp.71-79
• /
• 2008

The underground conduit laid under different environments exhibits various behaviour according to the ground and external load as well as the loading time and conditions, so on. As the environmental conditions are usually different even within the same area, it is very difficult to correctly predict the stress conditions and behaviour of the underground conduit using currently available theoretical analysis. Especially, it is not yet satisfied in Korea for the evaluation of the underground conduit under the influence of the load of vehicles or unexpected loading conditions. Thus, in this study the assessment for the excavation depth and ground disturbance was carried out with a large box model test and numerical analysis. Numerical analysis was also performed for the assessment of dynamic loading conditions like railway load.

• Journal of Aerospace System Engineering
• /
• v.15 no.1
• /
• pp.80-85
• /
• 2021

In this study, for conducting a static load test of an external fuel tank used for an aircraft, the flight load acting on the external fuel tank was converted to the test load and the suitability of the converted test loads was confirmed. In order to calculate the test load from the flight load, the external fuel tank was divided into several sections. Shear load, moment by unit shear load, and unit moment were calculated for each section. Test loads for each section were then calculated by computing the shear load, the moment of each section, and flight load condition. In actual static load tests, it might not be possible to impose the test load in the calculated position due to physical constraints. Therefore, after determining positions in which the load could be imposed in the actual test, the test load calculated for each section was redistributed to selected positions. Finally, a test load plan was established by applying a whiffle tree to enhance the efficiency of the test performance while making it easier to operate the actuator. The reliability of the test load plan was verified by comparing it with flight load conditions.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.34 no.3
• /
• pp.747-754
• /
• 2014

In spite of its usefulness for health monitoring of structures on steady external load, the statistical pattern recognition technology (SPRT), based on Mahalanobis distance theory (MDT), is not good enough for the health monitoring of structures on large variability external load like earthquake. Damage is usually determined by the difference between the average measured value of undamaged structure and the measure value of damaged one. So when external variability gets larger, the difference gets bigger along, which is thus easily mistaken for a damage. This paper aims to overcome the problem and develop an improved Mahalanobis distance theory (IMDT), that is, a SPRT with revised MDT in order to decrease external variability so that we will be able to continue to monitor the structure on uncertain external variability. This method is experimentally tested to see if it precisely evaluates the health of a cable-stayed bridge on each general random load and earthquake load. As a result, the IMDT is found to be valid in locating structural damage made by damaged cables by means of data from undamaged cables. So it is proved to be effectively applicable to the health monitoring of bridges on external load of variability.

• 한국신재생에너지학회:학술대회논문집
• /
• 2008.05a
• /
• pp.337-340
• /
• 2008

포항공과대학교의 포항풍력에너지연구소(PoWER Center)가 개발에 참여했던 750 kW급 직결형 국산화 풍력발전 시스템의 상용화를 추진하기 위한 출력성능 및 하중 측정을 통한 실증연구가 대관령의 풍력실증단지에서 수행되었다. IEC 61400-13의 규격을 기준으로 수행된 하중 측정의 일환으로 스트레인 게이지의 기계적 하중에 대한 외부 하중부가에 의한 기계적 보정이 추진되었다. 기계적 보정의 수행 중 일부스트레인 게이지가 단락되는 사고가 발생하였으나 비교보정을 통하여 기계적 보정작업을 완수할 수 있었다. 본 논문에서는 외부 하중부가에 의한 기계적 하중의 보정절차를 소개하고, 수행된 기계적 보정시험 과정에 대해 상세히 설명하며 기계적 보정의 결과를 보고한다.