• Title/Summary/Keyword: steel specimen

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Evaluation on the Influence and Measurement of Strain in Spot Welded Joint (점 용접부의 변형률 측정 및 영향 평가)

  • 차용훈
    • Journal of the Korean Society of Manufacturing Technology Engineers
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    • v.6 no.3
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    • pp.52-57
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    • 1997
  • Electronic Speckle Pattern Interferometry(ESPI) using the Model 95 Ar. laser, a video system and an image processor was applied to the in-plane displacement measurements. Unlike traditional strain gauges or Moire method, ESPI method requires no special surface preparation or attachments and can be measured in-plane displacement with no special surface preparation or attachments and can be measured in-plane displacement with no contact and real time. In this experiment specimen was loaded in parallel with a loadcell. The specimen was the cold rolled steel sheet of 2mm thickness, which was attached strain gauges. The study provides an example of how ESPI have been used to measure strain displacement in this specimen. The results measured by ESPI compare with the data which was measured by strain gauge method in tensile testing.

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The Fatigue Behavior and Life Analysis of Carbornitrizing SCM415 Steel under Two Level Block Loading (이단응력에서 침탄질화처리재의 피로거동 및 수명 해석)

  • 송삼홍;이상훈;심원형
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 1996.11a
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    • pp.903-907
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    • 1996
  • Under two level block loading, the carbornitrizing specimen can be expected to show different behavior from other uniform material because the properties of surface layer and inner material are different from each other. In this research, the modified Marco-Starkey cumulative theory, which considers load interaction effect, can predict the life of SCM415 carbornitrizing and original notched and smooth specimen, In the low-high test of carbornitrizing specimen which has long life, however, we may additionally consider the increase of life by means of the stress hardening of inner original material.

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Microstructural Characterization in Partially Austenitized and Isothermally Transformed 1.0C-1.5Cr Bearing Steels (부분 오스테나이트화 후 항온 변태한 1.0C-1.5Cr 베어링강의 미세조직 특성)

  • Yoon, Dong-Joo;Choi, Byung-Young
    • Journal of the Korean Society for Heat Treatment
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    • v.9 no.1
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    • pp.27-33
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    • 1996
  • Metallographic observation was carried out by scanning and transmission electron microscopy to evaluate microstructural characteristics of partially austenitized and isothermally transformed 1.0C-1.5Cr bearing steel. It was observed that lower bainite formed in the local region of specimen partially austenitized and isothermally held at $250^{\circ}C$ for 1/3 hr and formed in almost all area of the specimen isothermally held at $250^{\circ}C$ for 2 hrs. Lower bainitic carbides with midrib was also observed in the specimen partially austenitized and isothermally held at $250^{\circ}C$ for 4 hrs. Midrib was nearly carbide-free region and thicker in the vicinity of spherical carbides than the other region. Lengthening speed of lower bainitic carbides was remarkabey increased at isothermal holding time ranging from 2 hrs to 4 hrs.

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A Study on Fatigue Crack Growth Behavior and R-Curve Characteristics of Gas Piping Material (가스배관재의 피로균열진전거동과 파괴저항특성곡선에 관한 연구)

  • Son, J.D.;Lim, M.B.
    • Journal of Power System Engineering
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    • v.11 no.1
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    • pp.127-133
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    • 2007
  • SG-365 steel is an important material and used for manufacturing a pressure vessel which the gas piping. In this investigation, the elastic plastic fracture toughness of this material is evaluated by the unloading compliance method according to the ASTM E813-97 and E1152-97 method on the smooth and side groove 1CT specimens. The effect of smooth and side groove is studied on the elastic plastic fracture toughness. The side grooved specimen is very useful in estimation of the $J_{IC}$. It is much easier than the smooth specimen to the onset of the ductile tearing by the R curve method. Besides, it improves the accuracy of toughness values, decreases a phenomenon of the tunneling and shear lip by the side groove.

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The Study on Microstructure of the Heat Affected Zone for Removing of Beadmark in the Overlayered Wrapping Roll (오버레이용접된 Wrapping Roll의 비드마크제거를 위한 열영향부의 미세조직에 관한 연구)

  • 유국종;백응률
    • Journal of Welding and Joining
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    • v.18 no.6
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    • pp.68-73
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    • 2000
  • In case of overalyered wrapping roll, beadmark shape appear at wrapping roll surface due to irregular wear between weld bead. Irregular wear of this is caused by difference of hardness between weld bead. This study aims at investigating which matrix is good for removing of beadmark at wrapping roll surface. So, we make specimen with martensitic matrix and austenitic matrix. The overlayered alloys were deposited 4 times on a SS41 steel plate using self-shielding flux cored arc welding method. Difference of hardness between weld bead of specimen with matrix of martensite was higher than specimen with matrix of austenite both as-welded and after heat treatment. Therefore, austenitic matrix is between than martensitic matrix for removing of beadmark of wrapping roll surface.

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A Study on the Fracture Resistance Curve and Effect of Side Grooves of SG365 Material (SG365강의 파괴저항곡선과 측면홈효과에 관한 연구)

  • 임만배
    • Journal of the Korean Society of Safety
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    • v.16 no.4
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    • pp.14-21
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    • 2001
  • SG-365 steel is an important material End used for manufacturing a pressure vessel and gas piping. In this investigation, the elastic plastic fracture toughness of this material is evaluated by the unloading compliance method according to the ASTM E8l3-97 and E1152-97 method on the smooth and side groove In specimens. The effect of smooth and side groove is studied on the elastic plastic fracture toughness. The side grooved specimen is very useful in estimation of the $J_{IC}$. Because it is much easier than the smooth specimen to the onset of the ductile tearing by the R curve method. Besides. it improves the accuracy of toughness values, decreases the scattering of them and crack tunneling effect and shear lip by the side groove.

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A study on the Evaluation of Surface Properties of UHPC Panels following long-term outdoor exposure (옥외 장기폭로에 따른 UHPC 패널의 표면 특성 평가 연구)

  • Kim, Tae-Ik;Choi, Byung-Keol;Park, Yong-Kyu;Choi, Sang-Hoon;Yoon, Gi-Won;Lee, Dae-Seek
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2022.04a
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    • pp.176-177
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    • 2022
  • In this study, surface performance evaluation was conducted according to the fiber and surface finishing technique of the exterior material using Ultra High Performance Concrete(UHPC), whitch is spotlighted as a highly durable exterior material. As a result of outdoor exposure, the initial performance of the UHPC Panel using organic fibers was maintained without being affected by the surface finishing technique. In the specimen using steel fiber, the surface performance was maintained when the water repellent treatment was performed in the plain specimen, but fiber corrosion occurred in the specimen to which the surface finishing technique was applied.

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Analysis of a Load Carrying Behavior of Shear Connection at the Interface of the Steel-Concrete Composite Beam (합성보 전단연결부의 구조거동에 대한 비교 분석)

  • Shin, Hyun Seop
    • Journal of Korean Society of Steel Construction
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    • v.17 no.6 s.79
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    • pp.737-747
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    • 2005
  • The connection of the slab with the steel beam and thus, the transmission of shear force at the interface of the steel-concrete composite beams is achieved with shear connectors, in general, with shear studs. The composite action through these shear studs has a significant influence on the load carrying behavior of the composite beams. The load carrying capacity of studs is determined through push-out tests. At present, the transferability of this load carrying capacity of studs to composite beams, especially in cases of partial interaction, is being questioned by experimental and theoretical investigations. In this study, a finite element model for the simulation of the behavior of the standard push-out specimen and the composite beams without the implementation of the load-slip curve of the stud connectors from the push-out test is developed. The load carrying behavior of the studs in the composite beams is estimated and compared with the results of the push-out test. The reason for the difference in the load carrying behavior of the studs in the push-out test specimen and in the composite beams is found.

Local Fault Detection Technique for Steel Cable using Multi-Channel Magnetic Flux Leakage Sensor (다채널 자속누설 센서를 이용한 강케이블의 국부 단면손상 검색)

  • Park, Seunghee;Kim, Ju-Won;Lee, Changgil;Lee, Jongjae;Gil, Heung-Bae
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.25 no.4
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    • pp.287-292
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    • 2012
  • In this study, Multi-Channel Magnetic Flux Leakage(MFL) sensor - based inspection system was applied to monitor the condition of cables. This inspection system measures magnetic flux to detect the local faults(LF) of steel cable. To verify the feasibility of the proposed damage detection technique, an 8-channel MFL sensor head prototype was designed and fabricated. A steel cable bunch specimen with several types of damage was fabricated and scanned by the MFL sensor head to measure the magnetic flux density of the specimen. To interpret the condition of the steel cable, magnetic flux signals were used to determine the locations of the flaws and the level of damage. Measured signals from the damaged specimen were compared with thresholds set for objective decision making. In addition, the magnetic flux density values measured from every channel were summed to focus on the detection of axial location. And, sum of flux density were displayed with threshold. Finally, the results were compared with information on actual inflicted damages to confirm the accuracy and effectiveness of the proposed cable monitoring method.

A Study on the Electrical Conductivity and Electromagnetic Shielding of High Performance Fiber Reinforced Cementitious Composites(HPFRCC) (고성능 시멘트 복합체의 전기전도도 및 전자파 특성 시험 평가)

  • Lee, Nam-Kon;Park, Gi-Joon;Park, Jung-Jun;Kim, Sung-Wook
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.2
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    • pp.37-43
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    • 2019
  • This study investigated electrical conductivity, electromagnetic shielding effectiveness, and mechanical property to improve electromagnetic shielding performance of high performance fiber reinforced cementitious composites (HPFRCC). Steel fiber, steel slag and carbon black as a conductive material were incorporated into the HPFRCC mixes. In addition, 2% CNT solution which was produced by dispersing multi-wall carbon nanotube (MWCNT) into water was used as a conductive material. In the test results, electrical conductivity of HPFRCC specimens was very low except for the specimen incorporating 1% carbon black. Micro structure of cement matrix was changed as the curing time increased, which negatively affected the conductive network of HPFRCC. In case of HC1 specimen showing a conductive network (0.083 S/cm), the electrical conductivity of the specimen after being dried at $60^{\circ}C$ for 72 hours to exclude the effect of water on electrical conductivity was significantly reduced to 0.0003 S/cm. The most important parameter of electromagnetic shielding effect was found to be a steel fiber while the effect of carbon black and steel slag was very few. The correlation between electrical conductivity and electromagnetic shielding effect does not seem to be clear.