• 제목/요약/키워드: limit strain

검색결과 509건 처리시간 0.03초

냉간단조에 있어서 탄소강의 가공한계에 관한 연구 (A study on working limit of cold forging of carbon steel)

  • 제진수;강종훈;강성수
    • 대한기계학회논문집A
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    • 제21권7호
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    • pp.1081-1088
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    • 1997
  • The purpose of this work is to investigate the working limit of carbon steel and forging condition of cold forging. The fracture criteria which was proposed by Oyane and Osakada was used. Compression test, hardness study and tension test by Oyane's creteria, microstructure study by Osakada's were carried out. The results were compared with each other. It was found that working limit on compressive hydrostatic stress is increased in comparison with that of tensile stress field and can be forecasted the fracture limit of closed cold forging.

용접부 중앙에 균열이 존재하는 인장 평판에 대한 한계하중 해석 (Limit load analyses of weld-center cracked plates under tension)

  • 송태광;김윤재;김종성;진태은
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.1830-1835
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    • 2007
  • In the present work, the effect of strength mismatch on plastic limit loads is quantified for strength-mismatched plates with constant-depth surface cracks under tension, via three-dimensional, small strain elastic-perfectly plastic finite element analyses. Relevant variables related to plate and crack geometries are systematically varied, in addition to the weld width. An important finding is that a parameter related to the weld width-to-ligament ratio is proposed, based on which limit loads can be uniquely quantified. The proposed limit load solutions is a valuable input to estimate nonlinear fracture mechanics parameters based on the reference stress approach.

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금속 판재의 성형한계도 시험법에 관한 연구 (A Study on the Forming Limit Diagram Tests of Metal Sheets)

  • 장욱경;장윤주;김형종
    • 산업기술연구
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    • 제30권A호
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    • pp.49-57
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    • 2010
  • A forming limit diagram (FLD) defines the extent to which specific sheet material can be deformed by drawing, stretching or any combination of those two. To determine the forming limit curve (FLC) accurately, it is necessary to perform the tests under well-organized conditions. In this study, the influence of several geometric or process parameters such as the blank shape and dimensions, strain measuring equipments, test termination time, forming speed and lubricants on the FLC is investigated.

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Determination of winding diameter based on bending strain analysis for REBCO coated conductor tapes

  • Leon, M.B. De;Dedicatoria, M.J.;Shin, H.S.
    • 한국초전도ㆍ저온공학회논문지
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    • 제14권2호
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    • pp.8-11
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    • 2012
  • In order to recognize the allowable bending diameter in coils, the strain as function of diameters is evaluated. The irreversible strain limits of $I_c$ in the easy and hard bending modes were measured. Strains were calculated at the coating film in the easy bending and at outer edge or inner edge in the hard bending of the CC tape, respectively. The tape geometry subjected to bending procedures is considered from the current industrial spool winding operation. Through the linear superposition of strain induced in different bending modes regarding the expressions, the appropriate design for critical bending diameter is suggested. Results proved that the existence of buckling resulting from bending in hard direction when applied strain exceeded 0.6% is possible. The depicted results showed that the strain limit as a viable parameter should be considered for future purposes.

고분자 점탄성에서 Time-Strain Non-Separability와 그 열역학적 의미 (Time-Strain Non-Separability in Polymer Viscoelasticity and Its Thermodynamic Consequence)

  • 권영돈
    • 폴리머
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    • 제25권4호
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    • pp.536-544
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    • 2001
  • 실험적 사실에 근거하여 고분자 유체의 점탄성 구성방정식에 빈번히 적용되어온 time-strain separability 가설의 타당성을 수학적 안정성 관점에서 분석한다. 안정성 조건으로는 방정식의 빠른 응답과 관련된 Hadamard 안정성과 소산 성질에 의하여 결정되는 소산 안정성이 있으며, asymptotic 분석을 이용한 결과 가설을 따르는 구성방정식은 Hadamard 또는 소산 불안정함이 증명되었다. 응력완화 실험에서 이미 관찰된 짧은 시간영역에서 time-strain separability의 가설이 적용되지 않는다는 사실은 본 결과와 일치한다. 따라서 separability를 구성방정식에 적용하는 것은 수학적 불안정뿐 아니라 열역학적 모순점을 나타내게 되며, 또한 실험에서도 그 타당성의 한계에 주의할 필요가 있다. 더욱이 damping 함수 역시 실제와는 무관한 가상적 값을 제공하므로 damping 함수의 사용은 긴 시간영역에서 응력완화 거동을 기술하기 위한 curve fitting 이상의 의미는 없다 하겠다.

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박판 딤플 성형을 위한 유한요소해석 및 성형성 평가 (Finite Element Analysis and Formability Evaluation for Dimple Forming with Thin Sheet Metal)

  • 허성찬;서영호;구태완;송우진;김정;강범수
    • 소성∙가공
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    • 제16권8호
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    • pp.621-628
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    • 2007
  • Nowadays, Exhaust Gas Recirculation(EGR) Cooler is one of the most favorite systems for reducing the generation amount of $NO_x$ and other particle materials from vehicles burning diesel as fuel. Efficiency of the system is mainly dependent on its heat transfer efficiency and this ability is affected by net heat transferring area of the system. For that reason, several types of heat transfer tube such as dimple, wrinkle and spiral types that have large net area are used. However, it is difficult to manufacture the rectangular tube with dimpled type structure because it experiences too much strain around the rectangular tube surface during the forming process. For that reason, in this study, numerical simulation for forming process of non-symmetric dimple shape on a thin sheet metal was carried out. Furthermore, theoretical forming limit curves(forming limit diagram, forming limit stress diagram) were proposed as criteria of formability evaluation. From the results of finite element simulation in view of stress and strain distribution, it is found that the designed process has robustness and feasibility to safely manufacture the dimpled rectangular tube.

공동주택 적용을 위한 친환경 라멘구조 접합부 개발 (Development of Beam-Column Connection for Green Rhamen Structural Apartment)

  • 윤태호;홍원기;박선치;윤대영
    • KIEAE Journal
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    • 제10권6호
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    • pp.159-165
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    • 2010
  • The composite frame system suggested in this paper consists of steel reinforced concrete beam encased with structural tee and precast concrete column. This system has advantages such as reduction of materials, CO2 emissions and waste. To commercialize the new composite frame system, it is necessary to develop connections that can effectively connect each member. Therefore, a hybrid connection that has steel type connection and reinforced concrete together is utilized to connect easily at the composite frame system. To evaluate the structural performance of the composite frame system, an experimental investigation is presented. In this study, the flexural moment capacity of the composite frame was determined using the strain compatibility approach. The strain compatibility approach can be used to predict the flexural moment capacity at each limit state. As a result, all elements of the beam to column connection are represented to fully interact between each other. The specimens show errors of -1.9% in the yield limit state and 0.9% at the maximum load limit state. Also, testing shows that beam to column connections have characteristics of semi-rigid connection as per Eurocode 3.

유한요소해석을 이용한 마그네슘 합금 판재 성형한계도의 실용적 작성 방법 (Practical Method for FLD of Mg Alloy Sheet using FEM)

  • 김경태;이형욱;김세호;송정한;이근안;최석우;이용신
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2008년도 추계학술대회 논문집
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    • pp.183-185
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    • 2008
  • Forming Limit Diagram(FLD) is a representative tool for evaluating formability of sheet metals. This paper presents a methodology to determine the FLD using Finite Element Method. For predicting the forming limits numerically. Previous methods such as using the thickness strain or the ductile fracture criterion are limited at plane strain domain. These results suggest that behavior of the void growth in sheet metals is different from real one. In contrast to previous methods, a more exact model which takes void growth into account is used. This result agrees with the experimental result qualitatively.

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構造용高炭素鋼材 의 高溫 低 사이클 피勞擧動 에 關한 硏究 (A Study on Low-Cycle Fatigue Behavior at Elevated Temperature of High Carbon Steel Used For Structural Purpose)

  • 옹장우;김재훈
    • 대한기계학회논문집
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    • 제6권2호
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    • pp.101-106
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    • 1982
  • This study was undertaken to determine tensile properties and low-cycle fatigue behavior of 0.6%C high carbon steel used of structural purposes at temperatures up to 500.deg.C. In the low-cycle fatigue test the upper limit was decided by elongation(i.e. the total strain range), while the lower limit was defined by the load (i.e. zero load). The following results were obtained. Both, the ultimate tensile strength and low-cycle fatigue resistance attain the maximum values near 250.deg.C. Above this temperature the values decrease rapidly as the temperature increases. The low-cycle fatigue resistance decreases whenever there is an increase of the total strain range. Because the hardness of cycle fatigued specimen correlates cyclic hardening and cyclic softening, therefore the hardness of cycle fatigued specimen is smaller than that of the nonfatigued specimen at room temperature and 500.deg.C but much larger than the hardness of the nonfatigued specimen near 250.deg.C.

용접 토우부의 국부적 변형률 측정을 통한 용접부의 정적 과하중에 따른 피로강도의 변화 평가 (The Static Overload Effect Estimations on Fatigue Strength by The Measurement of Local Strain Variation at The Weldment Toe)

  • 이현우;김주환;김현재
    • 한국정밀공학회지
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    • 제18권6호
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    • pp.59-66
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    • 2001
  • Fatigue strength of the welding structure is governed by the residual stress at the weldment toe and static tensile overloads were known as relieving the residual stresses. In this study, static tensile overloads were applied to the welding structures which caused the relief of residual stresses. The amount of residual stress relief was found as proportional to the change of fatigue limit at the given conditions. Based on the fact of the proportionality between the change of fatigue limit and that of residual stress, simple measurement technique is proposed. Modified stress-life curves base on proposed technique gave good agreement with test results.

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