• Title/Summary/Keyword: 설계시험평가

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Experimental Study on Compressive Strength of Concrete Column Retrofitted by Carbon FRP Sheet (탄소섬유시트로 보강된 콘크리트 기둥의 압축성능 평가를 위한 실험연구)

  • Yoo, Youn-Jong;Lee, Kyoung-Hun;Kim, Heecheul;Lee, Young-Hak;Hong, Won-Kee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.12 no.3
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    • pp.119-126
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    • 2008
  • In 1980 and 1990's most of residential buildings were constructed with relatively low strength concrete of 18 MPa. And, columns were designed considering only vertical loads. In this study, compressive strength tests for low strength RC columns retrofitted by carbon fiber sheets were carried out. Carbon fiber sheet provides constructability and high tensile strength as well as good corrosion resistance characteristics. A pair of carbon sheets were wrapped with ${\pm}60^{\circ}$ angle with respect to longitudinal direction of RC column to increase structural capacity against axial and lateral load simultaneously. Strength and strain patterns and failure modes of specimens were analyzed and prediction equation of increased compressive strength of RC column confined by carbon fiber sheet was proposed based on regression analysis.

A Study on the Ring Deflection According to Compaction of Buried Polyethylene Pipes (지중매설 폴리에틸렌관의 다짐도에 따른 관변형 연구)

  • Seungcheol Baek;Seungwook Kim;Byounghan Choi;Sunhee Kim
    • Journal of the Korean GEO-environmental Society
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    • v.25 no.10
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    • pp.5-10
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    • 2024
  • Flexible pipes have the property of resisting external loads by utilizing the rigidity of the pipe and the surrounding ground, and have recently been in the spotlight because they are lighter in weight and have excellent durability compared to concrete pipes. In this study, the behavior characteristics of buried polyethylene pipe, a representative flexible pipe, were examined. Double-walled and multi-walled polyethylene pipes were used, and the structural behavior of the polyethylene pipe was evaluated based on a 5% deflection of the pipe diameter suggested in the design standards for flexible pipes. For the polyethylene pipe, the material properties of the pipe were identified through a ring stiffness test, and the behavior characteristics in the ground were reviewed through the simulation experiment of the buried polyethylene pipes. In addition, a finite element analysis model was developed based on the results of underground burial simulation experiments, and the behavior characteristics of polyethylene pipes according to backfill conditions were evaluated using the developed finite element analysis model and design equation. As a result of the study, it was confirmed that the capacity of the pipes and the compaction of the backfill are the main factors that determine the structural performance of the buried polyethylene pipe.

Behavior Characteristics of Underreamed Ground Anchor through Field Test and Numerical Analysis (현장시험 및 수치해석을 통한 확공지압형 앵커의 거동특성)

  • Kim, Gyuiwoong;Ahn, Kwangkuk;Min, Kyongnam;Jung, Chanmuk
    • Journal of the Korean GEO-environmental Society
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    • v.14 no.8
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    • pp.37-44
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    • 2013
  • The superiority of bearing ground anchor system has been recognized for the stability and economical efficiency since 1950s in Japan, Europe and etc. The ground anchor introduced in Korea, however, has the structural problem that the tensile strength comes only from the ground frictional force caused by the expansion of the wedge body and it is impossible to evaluate the bearing resistance because the adhering method of the anchor body to hollow wall is not appropriate. In this study, the underreamed ground anchor system was developed so that the bearing pressure of ground anchor can exert as much as possible. And the in-situ tests were performed to evaluate the pullout behavior characteristics and to verify the decreasing effect of the bonded length. The pullout tests were performed with the non-grouted tension condition and grouted tension condition in order to identify the pull-out resistance of each conditions. In addition, it was compared with the results of friction anchor. Finally, the numerical analysis was fulfilled to verify the bearing effect at the bonded part through the detailed modeling by PLAXIS-2D, which is general finite element method analysis program.

Strength Characteristics of Recycled Concrete by Recycled Aggregate in Incheon Area Waste Concrete (인천지역의 콘크리트 폐기물을 재생골재로 활용한 재생콘크리트의 강도특성)

  • Jang, Jea-Young;Jin, Jung-Hoon;Cho, Gyu-Tae;Nam, Young-Kug;Jeon, Chan-Ki
    • Journal of the Korea Concrete Institute
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    • v.15 no.2
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    • pp.197-208
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    • 2003
  • This paper is to determine the possibility of re-using waste concrete from Incheon city area. The strength test was conducted with five aggregate compounds which was replaced a natural aggregate with recycled aggregate. After checking the physical characteristics of recycled aggregate compounds, the mix design of recycled concrete was conducted. For the relatively comparison between natural and recycled compounds, while the unit aggregate weight was changed, other conditions were fixed. The freezing and thawing test which included fly-ash and super-plastezer were performed to check the durability and workability when recycling waste concrete. In the physical characteristics of recycled aggregate, it was found that the specific gravity of recycled coarse aggregate and recycled fine aggregate satisfied the first grade of recycle specification(KS), and all compounds of recycled aggregate also satisfied the second grade of absorption specification, Especially up to the 50% substitution of recycled aggregate is equal to or a bit lower than that of convention aggregate. In comparison with conventional concrete, the recycled concrete is lower than maximum by 7% in compressive strength decreasing rate after freezing-thawing test. From now, although most of recycled concrete was used to the building lot, subgrade, asphalt admixture, through the result. It was proved that possibility of re-using recycled aggregate as the substructure of bridge, retaining wall, tunnel lining and concrete structure which is not attacked the drying shrinkage severely.

A Study on the Material Characteristics and the Welding Properties of 600MPa Grade Steel (SM 570 TMC) (600MPa급(SM 570 TMC) 강재의 소재 및 용접특성에 관한 연구)

  • Kim, Jong Rak;Kim, Sang Seup;Lee, Chul Ho;Lee, Eun Taik;Beak, Ki Youl
    • Journal of Korean Society of Steel Construction
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    • v.20 no.6
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    • pp.773-781
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    • 2008
  • As buildings are becoming taller and longer-spanned, the requirements of high-strength and reliable steels are becoming increasingly stringent. Structural steels, however, acquire significantly different mechanical properties when their strength becomes higher. In this study, the mechanical properties, welding characteristics, and conformities of the 600MPa-grade high-strength steel were tested. The 600MPa-grade steel plates exhibited stable criterion strengthvalues and showed low carbon equivalents (${\mathcal{Ceq}}$) and composition (${\mathcal{Pcm}}$) as well as excellent welding hardness. In the tensile strength test, all the specimens were found to have strengths of over 600MPa. In the Sharphy impact test, the impact-absorbed energy of the V-notch specimens was shown to be 47J at the KS limit. Moreover, the maximum hardness of the specimens in the weld-heat-affected zone at a normal temperature was the same as that before welding. Their weld metal properties, however, were found not to be as good as those of high-strength steel. As such, the details of high-strength steel must be determined.

Estimation of Fatigue Crack Initiation Life Distribution by Multi-notched Specimen (다응력집중부(多應力集中部)를 가진 판(判)에 의(依)한 피로균열(疲勞龜裂) 발생수명(發生壽命) 분포(分布) 추정(推定))

  • S.W. Kang;D.S. Uom;J.H. Lee
    • Journal of the Society of Naval Architects of Korea
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    • v.29 no.4
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    • pp.234-243
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    • 1992
  • Fatigue crack initiation life has a wide scatter and this makes the fatigue design of structural members difficult. In order to make the fatigue life distribution clear, it is required to prepare a large number of specimens and repeat the fatigue tests under the same loading condition. Such fatigue tests usually take much time and cost. In this study, a fatigue testing method using a multi-notched test specimen for the purpose of estimating the distribution function of fatigue crack initiation life by small number of fatigue tests is used. The purpose of this study is to verify the above fatigue testing method of a multi-notched specimen by using Bayesian reliability analysis, Least square method and Skewness method for the determination of unknown Weibull parameters. The multi-notched specimen is a specimen in which several tens of statistically identical notches are prepared.

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A Study on the Emissions Characteristics of a LPG Vehicle According to Various Test Modes and Ambient Conditions (다양한 시험모드와 환경조건에 따른 LPG 차량의 배출특성 연구)

  • Lee, Min-Ho;Ha, Jong-Han
    • Journal of the Korean Institute of Gas
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    • v.19 no.4
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    • pp.1-7
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    • 2015
  • As the interest on the air pollution is gradually rising up at home and abroad, automotive and fuel researchers have been working on the exhaust emission reduction from vehicles through a lot of approaches, which consist of new engine design, innovative after-treatment systems, using clean (eco-friendly alternative) fuels and fuel quality improvement. This research has brought forward various main issues : whether PM emissions should be regulated for diesel and gasoline vehicles and whether gasoline and LPG powered vehicles can be further neglected from PM emission inventories. Finally, the greenhouse gas regulation has been discussed including automotive emission regulation. The greenhouse gas and emissions of automotive had many problem that cause of ambient pollution, health effects. Based on various test modes and ambient conditions, this paper discusses the characteristics of LPG on exhaust emissions and greenhouse gases. Also, this paper assessed emission characteristics due to the test temperature. These test temperature were performed by dividing the temperature of the test mode and the lowest local temperature in winter. Through this study, the correlation of vehicle test mode and ambient condition, exhaust emission, greenhouse gas emission was analyzed.

Study on EPB TBM performance by conducting lab-scaled excavation tests with different foam injection for artificial sand (실내 굴진 시험을 통한 폼 주입 조건에 따른 인공 사질토 지반에서 EPB TBM 굴진성능에 대한 고찰)

  • Lee, Hyobum;Shin, Dahan;Kim, Dae-Young;Shin, Young Jin;Choi, Hangseok
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.21 no.4
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    • pp.545-560
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    • 2019
  • During EPB TBM tunnelling, an appropriate application of additives such as foam and polymer is an essential factor to secure the stability of TBM as well as tunnelling performance. From the '90s, there have been many studies on the optimal injection of additives worldwidely contrary to the domestic situation. Therefore, in this paper, the foam, which is widely adopted for soil conditioning, was selected as an additive in order to investigate the effect of foam injection on TBM performance through a series of laboratory excavation tests. The excavation experiments were carried out on artificial sandy soil specimens with consideration of the variance of FIR (Foam Injection Ratio), FER (Foam Expansion Ratio) and $C_f$ (Surfactant Concentration), which indicate the amount and quality of the foam. During the tests, torque values were measured, and the workability of conditioned soil was evaluated by comparing the slump values of muck after each experiment. In addition, a weight loss of the replaceable aluminum cutter bits installed on the blade was measured to estimate the degree of abrasion. Finally, the foam injection ratio for the optimal TBM excavation for the typical soil specimen was determined by comparing the measured torque, slump value and abrasion. Note that the foam injection conditions satisfying the appropriate level of machine load, mechanical wear and workability are essential in the EPB TBM operational design.

Conceptual Design of Rover's Mobility System for Ground-Based Model (지상시험모델 로버 주행장치 개념 설계)

  • Kim, Youn-Kyu;Kim, Hae-Dong;Lee, Joo-Hee;Sim, Eun-Sup;Jeon, Sang-Won
    • Journal of Astronomy and Space Sciences
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    • v.26 no.4
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    • pp.677-692
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    • 2009
  • In recent years, lots of studies on the planetary rover systems have been performed around space advanced agencies such as NASA, ESA, JAXA, etc. Among the various technologies for the planetary rover system, the mobility system, navigation algorithm, and scientific payload have been focused particularly. In this paper, the conceptual design for a ground-based model of planetary rover's mobility system to evaluate mobility and moving stability on ground is presented. The status of overseas research and development of the planetary rover systems is also addressed in terms of technical issues. And then, the requirements of the planetary rover's mobility system are derived by means of considering mobility and stability. The designed rover's mobility system has an active suspension with 6 legs that controls 6 joints on the each leg in order to achieve high stability and mobility. This kind of mobility system has already applied to the ATHELE of NASA for various purposes such as transportation and habitation for human lunar exploration activities in the near future (i.e., Constellation program). However, the proposed system has been designed by focusing on the small-sized unmanned explorations, which may be applied for the future Korea Lunar exploration missions. Therefore, we expect that this study will be an useful reference and experience in order to develop the planetary exploration rover system in Korea.

The Research Relating to QA of the Absorbed Dose in the 10 MeV E-beam Facility in Accordance with the International Standards (국제표준에 따른 10 MeV급 전자빔 조사시설의 흡수선량 품질보증에 관한 연구)

  • Ha, Tae-Sung;Ahn, Cheol;Jung, Pyeong-Hwan;Cho, Jeong-Hee;Lee, Jong-Seok;Lee, Hye-Nam;Yoo, Beong-Gyu
    • Journal of radiological science and technology
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    • v.33 no.4
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    • pp.387-394
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    • 2010
  • In the field of healthcare, the conventional sterilization treatments have been replaced by irradiation methods which are in accordance with internationally well established quality standards. The quality control in radiation sterilization assures that the absorbed dose of the irradiated material is in agreement with its requirements and standards. The electron beam irradiation requires technical assessments of more process parameters than gamma irradiation does. Korea has witnessed wide uses of electron accelerators since early 2000 but there hasn't been research experiences relating to quality system in accordance with international standards. The new large scale e-beam irradiation system with the specification of 10 MeV, 8 kW was installed and operated in 2008 by Seoul Radiology Services Co. It consists of the electron accelerator, product handling system, safety, documentation and control subsystems into an integrated system to meet the requirement of the Good Manufacturing Practice such as process quality assurance and management of product tracking records. To implement the international standard such as EN ISO11137, it is necessary to understand the purposes aimed in the standard and carry out the tests following the procedures required. This study presented the specification of the e-beam facility and showed what its design requirements and features are. The test results on a variety of process parameters were presented and validated it they are within the required limits.