• 제목/요약/키워드: Strength evaluation method

검색결과 1,531건 처리시간 0.025초

대차 프레임의 건전성평가를 위한 초음파신호 후처리기 시뮬레이터 구축 (Post-processor Simulator Construction of Ultrasonic Signals for Integrity Evaluation of Railway Truck)

  • 이규배;윤인식
    • 한국철도학회논문집
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    • 제5권2호
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    • pp.55-60
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    • 2002
  • This study proposes the post-processor simulator construction of ultrasonic signal for integrity evaluation of railway truck. For these purposes, the ultrasonic signals for defects(crack) of weld zone in frames are acquired in the type of time series data and echo strength. The detection of the natural defects in railway truck is performed using the characteristics of echodynamic pattern in ultrasonic signal. The constructed post-processor simulator agree fairly well with the measured results of test block(defect location, beam propagation distance, echo strength, etc). Proposed post-processor simulator construction of ultrasonic in this study can be used for the integrity evaluation of railway truck.

유기성 폐기물 반응기 내부 교반 축 및 블레이드 건전성 평가 (Integrity Evaluation of Agitating Axis and Blade in the Organic Waste Reactor)

  • 윤유성
    • 한국안전학회지
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    • 제32권2호
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    • pp.1-6
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    • 2017
  • Modern society has been experiencing by population growth and urbanization that bring, a change of eating habits which has occurred a various types of waste in a large amount. Even though these wastes are required an immediate treatment with difficulties unsanitary handling and existing waste treatment method are by incineration, fermentation, drying and etc. however a bad smell occurs after the treatment that need's a lot of energy in processing organic wastes with high moisture contents and wasteful and inefficient problem. The strength assessment of the organic waste agitating vessel is required in terms of safety due to the differences of loading on the shaft that was treated by agitating the mixture of food waste. The damage of agitating axis is depended on steam pressure, temperature condition and the force moment that exerted by the food waste. Thus the strength assessment and stability evaluation are very important, especially to handle a hard waste. In this study the rotation capacity of agitation is about 5 tons considering general structural rolled steel pressure vessel strength and steam pressure. The purpose is to estimate the safety and strength evaluation for a agitator axis and impellers according to the rotating angle of the axis under the condition of the 3.2 ton capacity reactor.

강도설계용 풍하중 평가를 위한 재현기간과 기본풍속지도의 제안 (Proposal of Return Period and Basic Wind Speed Map to Estimate Wind Loads for Strength Design in Korea)

  • 하영철
    • 대한건축학회논문집:구조계
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    • 제34권2호
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    • pp.29-40
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    • 2018
  • Strength design wind loads for the wind resistance design of structures shall be evaluated by the product of wind loads calculated based on the basic wind speed with 100 years return period and the wind load factor 1.3 specified in the provisions of load combinations in Korean Building Code (KBC) 2016. It may be sure that the wind load factor 1.3 in KBC(2016) had not been determined by probabilistic method or empirical method using meteorological wind speed data in Korea. In this paper, wind load factors were evaluated by probabilistic method and empirical method. The annual maximum 10 minutes mean wind speed data at 69 meteorological stations during past 40 years from 1973 to 2012 were selected for this evaluation. From the comparison of the results of those two method, it can be found that the mean values of wind load factors calculated both probability based method and empirical based method were similar at all meteorological stations. When target level of reliability index is set up 2.5, the mean value of wind load factors for all regions should be presented about 1.35. When target level of reliability index is set up 3.0, wind load factor should be presented about 1.46. By using the relationship between importance factor(conversion factor for return period) and wind load factor, the return periods for strength design were estimated and expected wind speeds of all regions accounting for strength design were proposed. It can be found that return period to estimate wind loads for strength design should be 500 years and 800 years in according to target level of reliability index 2.5 and 3.0, respectively. The 500 years basic wind speed map for strength design was suggested and it can be used with a wind load factor 1.0.

콘크리트 구속효과를 고려한 정사각형 CFT단주의 강도 (Strength of Square Shaped CFT Stub Column Considering the Confining Effect of Concrete)

  • 황원섭;김동조
    • 한국강구조학회 논문집
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    • 제14권6호
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    • pp.813-822
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    • 2002
  • 단주영역에서 정사각형 콘크리트 충전 강관기둥의 단순 누가강도, 설계식 강도는 실험강도에 비해 약간 과소하게 평가하고 있다. 따라서 본 논문은 주요 요인이 되는 콘크리트의 구속효과를 고려하여 평가하고자 하였다. 콘크리트의 구속효과를 검토하기 위해 3차원 유한요소모델을 사용하여 강관의 폭-두께비(b/t), 콘크리트의 압축강도($f_c$'), 강재의 항복응력($f_y$)에 따른 영향을 검토하였고 이 세 변수를 조합한 제안된 강도식은 기존의 실험값과 비교, 검토되었다. 또한 하중 재하상태에 따른 콘크리트의 구속효과도 살펴 보았다.

납착강도 충격시험 평가법에 관한 연구 (A Research on Evaluation Methods of Testing Impact of the Strength of Soldering)

  • 김사학
    • 대한치과기공학회지
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    • 제21권1호
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    • pp.55-65
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    • 1999
  • So far, I Conducted an examination with focus on the type, characteristic, and test methods of impact test. which is a type of mechanical that evaluate materials. As mentioned previously, in testing soldering strength of soldering is the load when the object under experiment is broken down with the result of flexibility test or peel test. In this method, a hevay load is necessary until alloy of parent metal is bended, if the alloy of the parent metal has a large mechanical quality(peel strength or resisting power). Once the alloy of the parent metal is bended, however, it tends to come into pieces abruply form the part where soldered. Therefore, a metal has a high breakdown value if the degree of strength of its parent metal is high even if the result of measurement indicates otherwise. Thus, the result of the test did not correspond to the clinical result. Therefore, this study concludes as the following from a test of strength of soldering by mean of conducting an impact test, which is a type of mechanical evaluation methods : 1. Among various impact tests, a charpy thpe is more appropriate than the izod type in testing strength of soldering. 2. As far as test piece is concerned, to use subsized impact test piece is appropriate in the impact test in that it does not have notch. 3. In the matter of analysis, it is appropriate to measure absorbing energy which results from rupture of test piece.

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피로강도 데이터의 정밀도 향상에 관한 연구 (A Study on the Accuracy Improvement of Fatigue Strength Data)

  • 최창섭
    • 한국안전학회지
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    • 제11권4호
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    • pp.42-48
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    • 1996
  • Since the fatigue phenomenon is characterized as a probability feature and test data cannot be easily collected number its small sample data are uncertain. Therefore, statistical evaluation methods should necessarily be introduced into data evaluation. With such a basic concept in mind, this study attempted to apply conventional statistical processing methods to the fatigue data and thereby present a new evaluation method in consideration of the fact that the fatigue test is usually performed within a limited number. That is a package evaluation method was adopted which co-realtes parameters between different levels of capacity in E-N or S-N level. So far fatigue limits have been found by means of stiarcase method. But it was also disclosed that this new method has its own disadvantage because limited frequencies are not duely considered.

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초고강도 콘크리트의 재료역학적 특성 평가 (An Evaluation of Mechanical Properties of Ultra High Strength Concrete(UHSC))

  • 임희재;신성우;안종문;이광수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.281-284
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    • 2004
  • The most important reason of using of ultra high strength concrete in super tall building is that ultra high strength concrete can reduce the section of members and control side sway effectively. However, the practical utilization of ultra high strength concrete is dependent not only on the production techniques, but also the overall preparation including proper code provisions, construction technique. The purpose of this study is to evaluate of mechanical properties of UHSC, such as modulus of elasticity, stress-strain behavior, modulus of rupture and tensile splitting strength. It is similar to normal or high strength concrete but necessary to discern the difference between normal or high strength concrete and ultra high strength concrete and modify existed equations. And in this study another important factor is to discern the difference according to member size, curing method in ultra high strength concrete experimentally.

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파괴면적지수법에 의한 복합재료 체결부의 강도평가 (Evaluation of the composite joint strength by the failure area index method)

  • 전영준;최진호;권진회
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2002년도 춘계학술발표대회 논문집
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    • pp.1-4
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    • 2002
  • With the wide application of fiber-reinforced composite material in aero-structures and mechanical parts, the design of composite joint have become a very important research area because they are often the weakest areas in composite structures. In this paper, the failure area index method to predict the strength of the mechanically fastened composite joint which has the same stacking sequence was suggested and evaluated. By the suggested failure area index method, the strength of the mechanically fastened composite joint could be predicted within 6.03%.

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PSC 교량 부재의 시공이음부의 극한 휨강도 평가 (Ultimate Flexural Strength Evaluation of Construction Joints in PSC Bridge Girders)

  • 채성태;오병환;김병석;이상희
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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    • pp.279-284
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    • 2002
  • Prestressed concrete(PSC) bridge structures with a number of continuous spans has been segmentally built in many countries. These methods include incremental launching method, movable scaffolding method, full staging method and balanced cantilever method. In these segmentally constructed prestressed concrete bridges, many construction joints exist and these construction joints are weak points in PSC bridges. The prestress force can be introduced prestress force continuously through the construction joints of PSC bridge superstructure using tendon couplers. The main objective of this study is to evaluate the structural behavior and ultimate flexural strength of construction joints in PSC girder bridge members. To this end, a comprehensive experimental program has been set up and a series of full-scale tests have been performed. Ultimate flexural strength of construction joint in PSC members with tendon couplers is decreased by approximately 10% for non-coupled members.

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알루미늄 합금의 접착구조물에 대한 접착강도의 평가방법 (Evaluation Method of Bonded Strength in Adhesively Bonded Structures of the Aluminum Alloys)

  • 정남용
    • 한국생산제조학회지
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    • 제8권1호
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    • pp.35-44
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    • 1999
  • In a view point of earth environmental protection and social requirement, adhesively bonded structures of aluminum alloys have become to be employed for the purpose of decreasing fuel ratio by weight reduction and to improve performance in various engineering fields such as aircrafts, automobiles, rolling stocks and so on. In spite of such wide applications in adhesively bonded structures of aluminum alloys, the quantitative fracture criterion and evolution method of its bonded strength have not been established yet. The objective of this paper is to establish fracture criterion considering stress singularity at interface edges in adhesively bonded structures of aluminum alloys. Through the analyses of boundary element method and static fracture experiments with three different types of specimens in the adhesively bonded joints of aluminum alloys, its fracture criterion was proposed and discussed about strength evolution of adhesively bonded structures.

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