• 제목/요약/키워드: Structural integrity

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충격응답을 이용한 철골 구조물 접합부의 구조건전성 모니터링 (Structural Joint Integrity Monitoring of Steel Frame Structures Using Impulse Responses)

  • 이진학;이광수
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.145-150
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    • 2008
  • This study proposes an improved AR-model based structural joint integrity monitoring method and a new damage sensitive feature using RMS values of impulse responses. The proposed methods were applied for joint integrity monitoring of a model scale 2-bay and 4-story steel frame structure and it was found that the AR coefficients could be more consistently estimated by adopting the band-pass filter and cross-correlation function to the raw acceleration signals and the joint damages could be successfully monitored by the proposed methods.

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진동시험 및 해석을 통한 하나로 캡슐 구조물의 구조건전성 평가 (Evaluation of Structural Integrity for HANARO Capsule Structure by Vibration Test and Analysis)

  • 이영신;강연환;최명환;신도섭
    • 소음진동
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    • 제10권2호
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    • pp.261-268
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    • 2000
  • The instrumented capsule is subjected to flow-induced vibration(FIV) due to the flow of the primary coolant and then the structural integrity of the capsule during irradiation in the HANARO reactor is an issue of major concern. For this purpose the acceleration was measured by four accelerometers attached to the protection tube of the capsule mainbody and the displacement of test holes was calcultated using commercial finite element program ANSYS to evaluate the structural interference with the neighboring flow tubes under the reactor operating condition. The calculated displacements of test holes in the reactor in-core were found to be lower than the values of allowable design criteria.

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PZT 에 의해 굽힘 가진을 받는 보의 구조건전도 모니터링 (Structural Health Monitoring Methods using PZT-Actuated Flexural Vibration of Beams)

  • 김승준;박준홍
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 추계학술대회논문집
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    • pp.601-605
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    • 2007
  • This paper describes the experimental method to monitor the structural integrity. The crack on structures changes the wave propagation characteristics of structures. To monitor this change, frequency dependent variation of dynamic stiffness of beam structures is obtained by using beam transfer function method, and its trends are compared to undamaged one for identifying the location and size of the crack. Piezoelectric actuators were used to generate flexural vibrations. It eliminated various restrictions of continuously measuring wave propagation characteristics and monitoring structural integrity. The structural integrity was identified with minimal number of measurements and smart structures employing PZT actuations.

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전동차 대차 프레임의 피로수명 평가 (Fatigue life evaluation of Electric Car Bogie Frame)

  • 서정원;권성태;김정국
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1517-1522
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    • 2007
  • Bogie frame of the electric car is an important structural member for the support of vehicle loading. In general, more than 25 years' durability is necessary. A lot of study has been carried out for the prediction of the structural integrity of the bogie frame in experimental and theoretical domains. The objective of this paper is to estimate the structural integrity of the bogie frame of an electric car, which is under the running test. F.E. analysis of bogie frame was performed to find locations for attaching strain gage and to estimate static stress. Dynamic stress were measured by using strain gage in order to evaluate the structural integrity of the bogie frame.

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Comparison of vessel failure probabilities during PTS for Korean nuclear power plants

  • Jhung, M.J.;Choi, Y.H.;Chang, Y.S.
    • Structural Engineering and Mechanics
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    • 제37권3호
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    • pp.257-265
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    • 2011
  • Plant-specific analyses of 5 types of domestic reactors in Korea are performed to assure the structural integrity of the reactor pressure vessel (RPV) during transients which are expected to initiate pressurized thermal shock (PTS) events. The failure probability of the RPV due to PTS is obtained by performing probabilistic fracture mechanics analysis. The through-wall cracking frequency is calculated and compared to the acceptance criterion. Considering the fluence at the end of life expected by surveillance test, the sufficient safety margin is expected for the structural integrity of all reactor pressure vessels except for the oldest one during the pressurized thermal shock events. If the flaw with aspect ratio of 1/12 is considered to eliminate the conservatism, the acceptance criteria is not exceeded for all plants until the fluence level of $8{\times}10^{19}\;n/cm^2$, generating sufficient margin beyond the design life.

항만용 연속하역기 거더의 구조 강도와 피로 수명 평가 (Evaluation on the Structural Integrity and Fatigue Life of a Continuous Ship Unloader for Harbor Use)

  • 김정주;조종래
    • 한국기계가공학회지
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    • 제18권5호
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    • pp.53-59
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    • 2019
  • Continuous ship unloaders (CSUs) are used for the uninterrupted transport of material in processing industries, power plants, and harbors in accordance with the stream rate of the material. This study analyzed the structural integrity and fatigue life of a CSU structure using finite element structural analysis in ANSYS APDL software. The stress varied greatly depending on the luffing angle and the slew angle of the boom conveyor. The structural integrity of the CSU girder was evaluated by applying ASME BPVC Section VIII Division 2. The fatigue cycle at the angle with the greatest stress difference was calculated. The fatigue cycle was calculated by applying the JIS B 8821:2013 fatigue curve. It was confirmed that the fatigue cycle of the CSU satisfies the allowable fatigue of 200,000 cycles.

공기조화설비 겸용 제연설비 덕트의 성능개선을 위한 연구 (A Study on Performance Improvements about Duct of Smoke Control System Combined with Air-Conditioning Equipment)

  • 오택흠;박찬석
    • 대한안전경영과학회지
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    • 제23권4호
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    • pp.67-72
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    • 2021
  • To ensure the safety and functionality of a railroad bridge, maintaining the integrity of the bridge via continuous structural health monitoring is important. However, most structural integrity monitoring methods proposed to date are based on modal responses which require the extracting process and have limited availability. In this paper, the applicability of the existing damage identification method based on free-vibration reponses to time-domain deflection shapes due to moving train load is investigated. Since the proposed method directly utilizes the time-domain responses of the structure due to the moving vehicles, the extracting process for modal responses can be avoided, and the applicability of structural health evaluation can be enhanced. The feasibility of the presented method is verified via a numerical example of a simple plate girder bridge.

Structural integrity of KJRR-F fresh nuclear fuel under vehicle-induced vibration for normal transport condition

  • Jeong, Gil-Eon;Yang, Yun-Young;Bang, Kyoung-Sik
    • Nuclear Engineering and Technology
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    • 제54권4호
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    • pp.1355-1362
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    • 2022
  • Nuclear fuel, including its fresh state, must be handled safely due to its critical and hazardous nature. Under normal transport conditions, several interactions take place among different components, such as transport cask used for loading the nuclear fuel and tie-down structure to attach with the vehicle. To ensure structural integrity of the nuclear fuel, vibrations and impacts transmitted from the vehicle must be sufficiently reduced. Therefore, in this study, we conducted two transportation tests from Daejeon to Kijang in Korea to verify the vehicle-induced vibrational characteristics of the KJRR-F fresh nuclear fuel when transported under normal transport conditions. The speed and location of the vehicle were obtained via GPS, and the accelerations between the vehicle and the KJRR-F fresh nuclear fuel were measured. Additionally, using the acceleration results, a structural analysis was conducted to confirm the structural integrity of the nuclear fuel under the most severe conditions during normal transport.

Structural integrity assessment procedure of PCSG unit block using homogenization method

  • Gyogeun Youn;Wanjae Jang;Youngjae Jeon;Kang-Heon Lee;Gyu Mahn Lee;Jae-Seon Lee;Seongmin Chang
    • Nuclear Engineering and Technology
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    • 제55권4호
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    • pp.1365-1381
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    • 2023
  • In this paper, a procedure for evaluating the structural integrity of the PCSG (Printed Circuit Steam Generator) unit block is presented with a simplified FE (finite element) analysis technique by applying the homogenization method. The homogenization method converts an inhomogeneous elastic body into a homogeneous elastic body with same mechanical behaviour. This method is effective when the inhomogeneous elastic body has repetitive microstructures, and thus the method was applied to the sheet assembly among the PCSG unit block components. From the method, the homogenized equivalent elastic constants of the sheet assembly were derived. The validity of the determined material properties was verified by comparing the mechanical behaviour with the reference model. Thermo-mechanical analysis was then performed to evaluate the structural integrity of the PCSG unit block, and it was found that the contact region between the steam header and the sheet assembly is a critical point where large bending stress occurs due to the temperature difference.