• 제목/요약/키워드: Low Cycle Fatigue Data

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저싸이클 피로해석을 위한 용접 토우부 노치 응력-변형을 해석 (Notch Strain Analysis for Low Cycle Fatigue of Welded Joint)

  • 김유일;강중규;심천식;이성근
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2005년도 춘계학술발표대회 개요집
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    • pp.112-114
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    • 2005
  • Direct nonlinear finite element analysis was carried out using nonlinear kinematic hardening model which was calibrated based on the experimentally determined material properties to obtain notch stress-strain state under cyclic load. By comparing numerical results and experimental data, conclusion was made on how well analysis results match physical phenomenon. Also, suggestion was made on what material curve should be used in conjunction with traditional Neuber/Glinka's rule to take into account the effect of material heterogeneity in its application to welded joint.

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An implicit damage-plastic model for concrete

  • Gustavo Luz Xavier da Costa
    • Computers and Concrete
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    • 제33권3호
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    • pp.301-308
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    • 2024
  • This paper proposes a numerically-based methodology to implicitly model irreversible deformations in concrete through a damage model. Plasticity theory is not explicitly employed, although resemblances are still present. A scalar isotropic damage model is adopted and the damage variable is split in two: one contributing for stiffness degradation (cracking) and other contributing for irreversible deformations (plasticity). The proposed methodology is thermodynamically consistent as it consists in a damage model rewritten in different terms. Its Finite Element coding is presented, indicating that minor changes are necessary. It is also demonstrated that nonlinear algorithms are unnecessary to model concrete cracking and plasticity. Experimental data from direct tension and four-point bending tests under cyclic loading are compared to the proposed methodology. A numerical case study of a low-cycle fatigue is also presented. It can be concluded that the model is simple, feasible and capable to capture the essentials concerning cracking and plasticity.

일 대학 여대생의 월경전기 증후군과 자동적 사고, 완벽성과의 관계 (The Relationships Among Premenstrual Syndrome, Automatic Thought, and Perfectionism of College Women Students)

  • 조경순
    • 성인간호학회지
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    • 제14권1호
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    • pp.144-153
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    • 2002
  • Purpose: The purpose of this study was to describe the premenstrual syndrome and the relationships among premenstrual syndrome, automatic thought, and perfectionism. Methods: The 164 subjects were selected from a nursing college in Tae-Jeon. The data were collected using the PAF, ATQ-N, and MPS from April 10th to May 10th, 2001. Results: The results of this study were as follows : 1. There was no significant difference in premenstrual syndrome due to menarche, duration of menstruation, and menstrual cycle, but significant difference in premenstrual syndrome due to amount of menstruation and regularity of menstrual cycle. 2. The subjects experienced mild premenstrual syndrome. The severe premenstrual syndromes above the mean were who subjects reported general physical discomfort, fatigue, low mood and loss of pleasure, lability and atypical depressive features, et. al., and those below the mean experienced hostility/anger, increased well-being, miscellaneous mood/behavior change, impulsive syndrome and miscellaneous physical changes, et. al. 3. The score of mean premenstrual syndrome was 236.55, that of automatic thought was 31.41 and that of perfectionism was 185.97. The premenstrual syndrome score was similar to those of other studies and subjects had low automatic thought and moderate perfectionism. 4. There were significant correlations among premenstrual syndrome, automatic thought, and perfectionism (P <. 001). 5. Automatic thought and perfectionism accounted for 17 percent of premenstrual syndrome. Conclusions: For future research, it was recommended that the study to identify major factors affecting premenstrual syndrome and the relationships between them with various subjects should be done and effective nursing intervention for premenstrual syndrome should be developed.

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모델 변천에 따른 가스터빈 연소기 라이너의 부위별 손상유형 분석 (Analysis of Damage Patterns for Gas Turbine Combustion Liner according to Model Change)

  • 김문영;양성호;박상열;김상훈;박혜숙;원종범
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회B
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    • pp.2862-2867
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    • 2008
  • High-temperature components of gas turbine operated for certain period of time can be reused by being repaired or rejuvenated. In case of the gas turbine combustion liners, the biggest and the most important one in the high-temperature components, come in a repair shop after operated for 8,000 or 12,000 hours according to the model and go through the repair and rejuvenation in order to be reused. A stated combustion liner is the first channel which has the combustion gas reached a nozzle from a fuel nozzle. Materials and coating properties of old and new model combustion liners were investigated. To repair these components after the visual inspection, the coatings of combustion liners were removed and then FPI(Fluorescent Penetrant Inspection), a kind of the NDI(Non-Destructive Inspection), was conducted. Damage patterns and the number of the damaged components were classified and analyzed based on data provided from the visual inspection over a long period of time. Focusing on the difference between old model and new model combustion liners, we analyzed the damage distribution and changes and consequently concluded that new model combustion liner would increase repair rate.

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Buckling behavior of cold-formed steel lipped channel beam-column members under monotonic and cyclic loadings

  • Yilmaz Yilmaz;Serhat Demir;Ferhan Ozturk
    • Structural Engineering and Mechanics
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    • 제90권5호
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    • pp.435-446
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    • 2024
  • The use of cold-formed steel members is increasing day by day, especially in regions where earthquake effects are intensively experienced. Among cold-formed steel members (CFS), "channel" members are used more than other crosssectional members, especially in buildings or industrial structures. In recent years, several studies have been carried out on the axial load and flexural performance of these members under monotonic loading. In this study, CFS beam-column members were cyclically and monotonically loaded under combined axial load and biaxial bending moments, and their buckling behavior, load bearing capacity, stiffness, ductility, and energy absorption capacity were determined. For this purpose, monotonic and cyclic loading experiments were carried out on 30 CFS channel members at 15 different eccentricities. Then, material properties were determined by axial monotonic tensile and very low cycle fatigue tests for use in numerical studies. From the experimental results, the buckling modes, bearing capacities, ductility, stiffness, and energy absorption capacities of the members were obtained. The characteristics of the members were compared according to the stress state of the lips. According to the data obtained from the displacement transducer placed on the lips and on the back of the web, information about the buckling mode and curvature of the members was obtained. Finally, monotonic, and cyclic loading results were compared to determine the differences in the buckling behavior of the members.

RBS 약축 용접모멘트접합부의 내진성능 평가 (Cyclic Seismic Performance of RBS Weak-Axis Welded Moment Connections)

  • 이철호;정종현;김성용
    • 한국강구조학회 논문집
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    • 제27권6호
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    • pp.513-523
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    • 2015
  • H형강 철골 모멘트 골조에서는 기둥의 강축 방향 용접 모멘트접합부를 활용하는 것이 구조적으로 가장 이상적이다. 하지만, 모멘트 골조가 직교하는 경우, 기둥의 약축 방향으로도 용접 모멘트접합부를 사용해야 한다. 국내에서는 특히 강축 및 약축 방향 모두를 용접 모멘트접합부를 자주 사용하는 관행이 있다. 대표적인 연성내진상세인 RBS(reduced beam section, 보단면감소)접합부의 경우 국내외적으로 강축접합 위주로 실험연구가 진행되어 약축 RBS 용접모멘트접합부에 대한 실험자료가 매우 희소하다. 본 연구에서는 RBS를 도입한 약축 용접 모멘트접합부의 내진성능을 실험적으로 고찰하였다. Gilton-Uang (2002)의 선행연구를 참고하여 보 플랜지는 연속판과 맞댐용접하고 웨브는 전단이음판과 C-형 필릿용접부로 설계하여 실험을 수행하였다. 보에 사용된 강재가 내진용 강재가 아닌 일반 SS400 강재임에도 불구하고 3% 이상의 소성회전각을 발휘하였다. 제한된 결과이긴 하지만, 전단이음판과 보 웨브 사이의 C-형 필릿용접부 설계에서 보 웨브에 작용하는 휨모멘트와 전단력의 편심의 영향을 구체적으로 고찰할 필요가 있는 것으로 판단된다. 본 실험결과를 토대로 전단이음판 부근의 보 웨브 파단을 방지할 수 있는 C-형 필릿용접 형상 및 설계방안을 제안하였다. 보 플랜지와 연속판의 완전용입 용접부는 맞댄이음(butt joint) 형식이 되어 국부좌굴에 취약하고 이로 인해 피로파괴가 발생하는 경향이 있으므로 용접작업에 지장이 없는 범위에서 용접접근공(스켈럽)의 크기를 최소화할 필요가 있다. RBS형상, 스틱아웃, 트림, 연속판 두께 증가 등과 같이 이미 검증된 약축 모멘트 용접접합부의 내진상세들은 따르는 것이 바람직하다.