• 제목/요약/키워드: Initial Strain

검색결과 1,353건 처리시간 0.033초

初期 過荷重이 點熔接 引張剪斷 試驗片의 疲勞擧動에 미치는 影響 (The Influence of Initial Overloads on the Fatigue Life of Spot-welded Tensile-shear Specimens)

  • 강성수;정원욱
    • Journal of Welding and Joining
    • /
    • 제13권2호
    • /
    • pp.60-67
    • /
    • 1995
  • The factors affecting on the fatigue strength of spot_welded specimens have been studied. The influence of initial overloads on the fatigue life of spot_welded tensile_shear specimens is investigated by considering fatigue crack initiation and crack propagation. The change of strain range and the influence of initial overload are correlated on the basis ol strain results. The results of this study are as follows. l) The initial absolute strain range decreased with initial overloads increase, and absolute strain range decreased before transformation of waveform of strain, but increased after transformation of waveform of strain. 2) In case of subsequent point of inflection of offset strain, the increment of this strain decreased with initial overload increase. 3) As initial overloads increase, the deformation behavior of spot welded parts is restricted after overloading.

  • PDF

초기변형률을 고려한 철근콘크리트의 보의 강판휨보강 효과에 관한 실험적 연구 (An experimental study on the effect of flexural strengthening with steel plate considering initial strain in reinforcement concrete beams)

  • 김종욱;김진무;장화균;원영술;주경재
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제5권1호
    • /
    • pp.228-236
    • /
    • 2001
  • When RC beams are strengthened for flexure with steel plate, reinforced member has initial strain due to the dead load and is subject to partial damage. Strain of steel strengthening is zero at initial state. The effect of strengthening flexural member might be influenced by the quantity of initial strain. In this study, when He beams are strengthened for flexure with steel plate, its behavior is experimentally compared for the reinforcement efficiency of members due to the existence of different levels of initial strain. It is confirmed that reinforcement efficiency varies depending on the difference of initial strain.

  • PDF

철근콘크리트 보의 강판 휨보강 설계식에 관한 연구 (A Study on the Design Formula about Strengthening in Flexure with Steel Plate in Reinforced Concrete Beams)

  • 김종욱;장화균;원영술;주경재
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제4권4호
    • /
    • pp.121-128
    • /
    • 2000
  • When RC beams are strengthening in flexure with steel plate, they have initial strain due to dead load. Strain of steel used in strengthening member is zero. The effect of strengthening in flexure at member changes in accordance with the quantity of initial strain. But in most cases, Quantity of reinforcement is determined without regard to the difference of initial strain when there are calculated the strengthening in flexure at beams. Such method is possible to suggest inadequate quantity of reinforcement. Thus, the object of the study is to suggest practical design equation and reinforcement proposal using comparison and analysis reinforcement efficiency about fexural strength in case with regard and without regard to the initial strain when Re beams are strengthening in flexure with steel plate.

  • PDF

콘크리트 포장(鋪裝)의 초기계측(初期計測)을 통한 초기거동(初期擧動) 특성분석(特性分析) (Analysis of Early Behavior of Concrete Pavement with Initial Measurements)

  • 정원경;김동호;권혁찬;윤경구
    • 산업기술연구
    • /
    • 제23권A호
    • /
    • pp.165-173
    • /
    • 2003
  • The purpose of this paper is to analysis of initial behavior of concrete pavement with initial measurement strain gauge for concrete pavement at field, and to investigate the field test results for field applicability testing. The early-age behaviors of concrete pavement slabs were measured using the strain gauges. From the slab depths and positions, the outputs from each gauges were recorded at initial curing period. The initial measurement of concrete pavement and check of crack at the joint were performed, the results could be summarized as follows. From the results of concrete strength, compressive strength and flexural strength were showed $271kgf/cm^2$, $43kgf/cm^2$ respectively. From the tests of early-age strain measurement, it was found that the strain varied at the maximum value of $150{\mu}{\varepsilon}$ and early behavior of concrete slab was showed a tensile strain. However, for long-term was showed a compressive strain due to dry-shrinkage.

  • PDF

Fatigue characteristics of distributed sensing cables under low cycle elongation

  • Zhang, Dan;Wang, Jiacheng;li, Bo;Shi, Bin
    • Smart Structures and Systems
    • /
    • 제18권6호
    • /
    • pp.1203-1215
    • /
    • 2016
  • When strain sensing cables are under long-term stress and cyclic loading, creep may occur in the jacket material and each layer of the cable structure may slide relative to other layers, causing fatigue in the cables. This study proposes a device for testing the fatigue characteristics of three types of cables operating under different conditions to establish a decay model for observing the patterns of strain decay. The fatigue characteristics of cables encased in polyurethane (PU), GFRP-reinforced, and wire rope-reinforced jackets were compared. The findings are outlined as follows. The cable strain decayed exponentially, and the decay process involved quick decay, slow decay, and stabilization stages. Moreover, the strain decay increased with the initial strain and tensile frequency. The shorter the unstrained period was, the more similar the initial strain levels of the strain decay curves were to the stabilized strain levels of the first cyclic elongation. As the unstrained period increased, the initial strain levels of the strain decay curves approached those of the first cyclic elongation. The tested sensing cables differed in the amount and rate of strain decay. The wire rope-reinforced cable exhibited the smallest amount and rate of decay, whereas the GFRP-reinforced cable demonstrated the largest.

Nonlinear resonances of nonlocal strain gradient nanoplates made of functionally graded materials considering geometric imperfection

  • Jia-Qin Xu;Gui-Lin She;Yin-Ping Li;Lei-Lei Gan
    • Steel and Composite Structures
    • /
    • 제47권6호
    • /
    • pp.795-811
    • /
    • 2023
  • When studying the resonance problem of nanoplates, the existing papers do not consider the influences of geometric nonlinearity and initial geometric imperfection, so this paper is to fill this gap. In this paper, based on the nonlocal strain gradient theory (NSGT), the nonlinear resonances of functionally graded (FG) nanoplates with initial geometric imperfection under different boundary conditions are established. In order to consider the small size effect of plates, nonlocal parameters and strain gradient parameters are introduced to expand the assumptions of the first-order shear deformation theory. Subsequently, the equations of motion are derived using the Euler-Lagrange principle and solved with the help of perturbation method. In addition, the effects of initial geometrical imperfection, functionally graded index, strain gradient parameter, nonlocal parameter and porosity on the nonlinear forced vibration behavior of nanoplates under different boundary conditions are discussed.

판재의 초기집합조직이 평면변형률 스트레칭 변형에 미치는 영향 (Effect of Initial Textures on the Plane Strain Stretching)

  • 배석용;이용신
    • 소성∙가공
    • /
    • 제7권5호
    • /
    • pp.459-464
    • /
    • 1998
  • Effect of the several initial textures such as random texture, rolling texture and cube texture, on the plane strain stretching was studied by interpretation of the finite element method. The calculation of yield locus indicated that the sheet oriented in the cube texture exhibits easy yielding on uniaxial stress state whereas the sheet having either a random or the rolling texture exhibits easy yielding on shear deformation. Upon stretching tests, the thickness strain at the center region contacting the punch was identical regardless of the initial textures while the dependence of the thickness strain on the initial texture was found in the other regions. In general punch loads required or the sheet with an initial cube texture was as expected from calculated yield locus, lower than those for the others.

  • PDF

강판의 초기不整이 용접변형.잔류응력에 미치는 영향 (Effect of Initial Defects on Welding Deformation and Residual Stress)

  • 박정응
    • Journal of Welding and Joining
    • /
    • 제17권4호
    • /
    • pp.76-84
    • /
    • 1999
  • The residual stress generated when the steel plates were produced, did not influence on the out-of-plane deformation and residual stress generated by welding. When the initial deflection shape was a concave(Type I), the out-of-plane deformation became the same shape as that of the initial deflection and its magnitude became small. When the initial deflection made a winding in the welding direction(Type III), the out-of-plane deformation became large in the plate width. The initial deflection shape did not influence on residual stress and plastic strain produced by welding.

  • PDF

특성이 다른 지게차 적재 중량 센서의 초기 값 오차 보정 (Error Calibration of Initial Value of Weight Measuring Sensors with Different Feature of Forklift)

  • 한치문;임춘식;이성렬
    • 한국항행학회논문지
    • /
    • 제23권2호
    • /
    • pp.214-220
    • /
    • 2019
  • 산업현장에서의 안전사고 빈도가 높은 지게차 전복의 주요 원인인 과적을 방지하기 위해 개발된 앵커(anchor) 볼트 형태의 strain 게이지 센서의 초기 값 오차를 보정하는 방법을 제안하였다. Strain 게이지 센서의 초기 값 오차는 앵커 볼트의 물리적이고 기계적 오차와 환경적 문제에기인하는 것을 확인하였다. 이러한 원인들을 제조 공정에서 제거하는 것은 본 연구의 범위를 벗어나는 것이기 때문에 제반 원인들을 고려한 보정 값을 찾고, 이 보정 값으로 strain 게이지 센서부를 구성하는 ADC 모듈의 초기 값을 보정하는 방법을 적용하였다. 보정 값 도출을 위하여 선형 보간법을 채택하였다. 도출한 보정 값을 4개의 strain 게이지 센서에 적용하여 시험한 결과 4개의 센서 모두 실제 중량 값과의 차이가 5% 이내가 되는 것을 확인하였다. 아울러 초기 값 보정 전에는 센서들의 ADC 값과 적재 중량 실제 값의 상관성이 없었던 점도 동시에 해결할 수 있었다.

비대칭 압연과 열처리한 Cu 판의 집합조직과 소성변형비 변화 (I) (Changes of Texture and Plastic Strain Ratio of Asymmetrically Rolled and Annealed Cu Sheet (I))

  • 이철우;이동녕;김인수
    • 소성∙가공
    • /
    • 제28권6호
    • /
    • pp.354-360
    • /
    • 2019
  • The plastic strain ratio is one of the factors that affect the deep drawability of metal sheets. The plastic strain ratio of fully annealed Cu sheet is low because its texture has {001}<100>. In order to improve the deep drawability of Cu sheet, it is necessary to increase the plastic strain ratio of Cu sheet. This study investigate the increase of plastic strain ratio of a Cu sheet after the first asymmetry rolling and annealing, and the second asymmetry rolling and annealing in air and Ar gas conditions. The average plastic strain ratio (Rm) was 0.951 and |ΔR| value was 1.27 in the initial Cu sheet. After the second 30.1% asymmetric rolling and annealing of Cu sheet at 1000℃ in air condition, the average plastic strain ratio (Rm) was 1.03 times higher. However, |ΔR| was 0.12 times lower than that of the initial specimen. After the second 18.8% asymmetric rolling and annealing of Cu sheet at 630℃ in Ar gas condition, the average plastic strain ratio (Rm) was 1.68 times higher and |ΔR| was 0.82 times lower than that of the initial specimen. These results are attributed to the change of the texture of Cu sheet due to the different annealing conditions.