• Title/Summary/Keyword: Structural Static Test

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A Study on The Load Test Method and Result For AL Car Body of LRT (경량전철차량 알루미늄 구조체 하중시험방법 연구 및 결과고찰)

  • Kim, Won-Kyung;Won, Si-Tae;Jeon, Chang-Sung
    • Proceedings of the KSR Conference
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    • 2008.06a
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    • pp.986-995
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    • 2008
  • This study introduces the testing results of the AL car body which is applied to LRT. The LRT car body is made of aluminum structure materials like a sandwich panel. The static load test was performed to evaluate the structural characteristic and stability of the AL car body. Considering the vertical, compressive, twisting load and 3-point supporting, Bend natural frequency Measurement, Twist natural frequency Measurement type as a testing terms, the structural stability of a car body was evaluated.

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A Study on Comparison Of The load Test Results Of AL Car Body Welding Method For Rolling Stock (철도차량 알루미늄 차체 용접방법에 따른 하중시험결과 비교 고찰)

  • Kim, Weon-Kyong;Won, Si-Tae;Jeon, Chang-Sung
    • Proceedings of the KSR Conference
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    • 2009.05a
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    • pp.1604-1612
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    • 2009
  • This study introduces comparison the testing results of the AL car body which is applied to FSW and GMAW welding method. The car body is made of aluminum structure materials like a sandwich panel. The static load test was performed to evaluate the structural characteristic and stability of the AL car body. Considering the vertical, compressive, twisting load and 3-point supporting, Bend natural frequency Measurement, Twist natural frequency Measurement type as a testing terms, the structural stability of a car body was evaluated.

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Flexural Behavior of RC Arch Deck Subjected to Static Loading (철근콘크리트 아치 데크의 정적 휨 거동)

  • Eom, Gi-Ha;Yang, Dal-Hun;Kim, Sung-Jae;Kim, Jang-Ho Jay
    • Journal of the Korea Concrete Institute
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    • v.29 no.4
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    • pp.371-378
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    • 2017
  • In this study, the flexural behavior of the RC Arch Deck under static loading was evaluated. Flexural test was carried out using an actual size RC Arch Deck with a length of 2.5 m, a center thickness of 100 mm and an end thickness of 160 mm. The test results showed that it's ultimate load was 1.74 times higher than the ultimate design load. On the other hand, it showed that the flexural behavior has different behaviors (i.e. different stiffness). This type of structural behavior indicates that it has inter-dependency between the deck and the supporting girder. Therefore, it is necessary to confirm the precise behavior by the static loading test of the RC Arch Deck, excluding the girder effect in the future study. The overall results showed that RC Arch Deck has excellent structural performance due to the structural advantages of the arch shape. In the future, the RC Arch Deck can be applied as a long span slab.

A Experimental Study on the Structural Performance of Precast Bracket under Precast Road Deck Slab of Double Deck Tunnel (복층터널에서 도로용 중간슬래브와 연결되는 조립식 브라켓의 구조성능에 관한 실험연구)

  • Kim, Bo Yeon;Lee, Doo Sung;Kim, Tae Kyun;Kim, Young Jin
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.37 no.4
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    • pp.647-657
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    • 2017
  • The main purpose of this study is to investigate the static & dynamic behavior of a precast bracket under precast road deck slab of double deck tunnel. In order to improve the construction speed, the field prefabricated bracket to connect the intermediate slab to the precast shield tunnel lining structure has been developed in the 'SPC (Steel Precast Concrete) bracket'. The experiments were performed for the full scale model in order to evaluate the performance of the 'SPC bracket', the structural stability was verified through the FEM analysis. The result of static loading test, no deformations or cracks of the bracket undergo the ultimate load was investigated. In addition, no pulling or deformation of the chemical anchor for fixing the bracket was measured. As a result of dynamic loading test, it was investigated that there is no problem in the chemical anchor for fixing the bracket. FEM analysis showed similar behavior to static load test and it was determined that there is no problem in serviceability and structural safety.

Structural Analysis and Static Load Test for The R/C Deep Beam with CFS Strengthening (철근콘크리트깊은보의 탄소섬유압착공법에 대한 정적파괴실험 및 해석)

  • Cho, Byung-Wan;Kim, Young-Jin;Kim, Do
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1998.04a
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    • pp.117-124
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    • 1998
  • Static load tests were performed to propose the appropriate strengthening method of R/C deep beam using Carbon Fiber Sheets and compared to those of nonlinear structural analysis. Fiber direction and anchorage method on the deep beam specimen were chosen as experimental variables, which lead to the following conclusions that initial shear cracks are independent of strengthening method and fiber directions perpendicular to the expected fracture mode, which was given by the nonlinear structural analysis, show better performance compared to those of horizontal and vertical fiber directions.

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Verification of Structural Integrity for Cylindrical Subsonic Vehicle (원통형 아음속 비행체 구조 건전성 확인)

  • Choi, Youn Gyu;Noh, Kyung-Ho;Gil, Geun Suk;Jeon, Jong Geun;Baek, Joo Hyun
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.43 no.9
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    • pp.773-780
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    • 2015
  • In this paper, the structural integrity for a cylindrical vehicle in subsonic environments is verified. In order to confirm static structural safety for the cylindrical vehicle in extreme maneuver condition, the structure analysis and full-scale static structure test are carried out. The commercial finite element codes, MSC. Patran/Nastran is used for numerical simulation. The full-scale static structure test equipment consists of the counterbalance system, loading system and data acquisition system. Besides, the dynamic characteristics for the cylindrical vehicle are reviewed by performing an impact hammer test.

Performance Evaluation of Seismic Stopper using Structural Analysis and AC156 Test Method

  • Ryu, Hyun-su
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.26 no.3
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    • pp.277-285
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    • 2020
  • Recently, studies have been actively conducted on seismic design and improvement of the seismic performance of bridges, buildings, factories, and plants. In particular, heavy items that are being manufactured or waiting to be shipped from factories (such as generators, engines, and boilers) must be equipped with seismic stoppers to prevent them from moving or falling during an earthquake. Seismic stoppers should be suitably determined by the size and weight of these heavy items; however, they have no general design standard. In this study, structural analyses and seismic tests were conducted to evaluate the performance of newly designed seismic stoppers. Structural analysis was performed on three stopper models to estimate the external load at which the yield stress of the material was not exceeded. Based on the analysis results, a seismic test of the stopper was carried out in accordance with the AC156 test method. Finally, product specifications for all three seismic stopper models were determined and their static/dynamic load performance was evaluated.

Test and Evaluation of the Propeller Developed for a Multi-copter with the Take-off Weight of 25 kg (이륙 중량 25 kg급 멀티콥터용 프로펠러 시험 평가)

  • Kang, Hee Jung;Kim, Taejoo;Wee, Seong-Yong
    • Journal of Aerospace System Engineering
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    • v.12 no.4
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    • pp.26-34
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    • 2018
  • Structural static test and the performance test were conducted to determine whether the propeller developed for a multi-copter with the take-off weight of 25 kg satisfies the design requirement. The result of the structural test revealed that the propeller had a safety margin of 3 or more as the ultimate load and requirement load did not cause the specimen breakage. In the performance test, the propeller generated the hover thrust and maximum thrust of design requirement, and hover efficiency in the operating thrust range was greater than 0.73. Maximum hover efficiency increased by more than 3% compared to the reference propeller and electric power consumption decreased by more than 4% in the operating range. The propeller was found to be successfully developed based on the satisfaction rate of the structural strength requirement and the performance requirement.

Structural strength evaluation of Freight Car Carbody for transportation of cold-rolled coils (냉연코일 수송화차 차체의 구조 강도 평가)

  • Kwon, Sung-Tae;Kim, Jeong-Guk;Seo, Jung-Won
    • Proceedings of the KSR Conference
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    • 2007.05a
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    • pp.775-779
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    • 2007
  • The structural strength assessment of a carbody was performed using F.E. analysis and static test to verify the structural safety of newly manufactured carbody of a freight car. The freight car for the transportation of cold-rolled coils in steel making company was designed with SS400 steel for underframe and SM490A steel for bracket. Prior to the evaluation of structural strength, commercial finite element method(FEM) software was used for the stress and structural analyses on stress distribution in a carbody of freight car. The strain gages were attached on the carbody based on the FEM results. The actual vertical loading test and horizontal compression loading test were conducted, and the stress and displacement were obtained. Finally, the structural strength of carbody was evaluated by using a engineering techniques.

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Analysis on Reactions of Full-Scale Airframe Static Structural Test (항공기 전기체 정적구조시험의 반력 분석)

  • Shim, Jae-yeul
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.48 no.3
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    • pp.195-205
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    • 2020
  • This study addresses analysis on reactions which are induced in restraint system for airframe full-scale static structural test. This system restraints 6 degrees of freedom of a test article. It is valuable to study evaluating test error through analysis on the reactions which include all errors in a test. It is required to calculate fistly right reactions for the evaluation. This study focuses on calculation of the right reactions. The reaction is represented by sum of nominal reaction(Rn) and testing error reactions(Rce, Rerr) and is analyzed by two steps (inital vs relative reaction) in this study. It would evaluate intrinsic error at 0%DLL and error induced from applying test load, separately. Based on analysis using test data of a full-scale static test(canard type aircraft), resultant force of Rces and Rce_rs are distributed within 82.8N while resultant force of Rerr_rs shows to increase upto max. 808N as load level increment. Such well distribution of the Rce within the small range is caused from TMF values characteristics which are well distributed within -30N~40N. Additionally, it is shown through qualitative analysis on three components(X0, Y0, Z0) of the relative reaction(Rerr_r) that the reactions must be calculated with considering deformation of test article to calculate correctly reactions. This study shows also that equations characterizing deformation of components of test article are required to calculate the correct reactions, the equations must include information which will be used to calculate movement of all loading points.