• Title/Summary/Keyword: Tubular Specimen

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Prediction of Fatigue Crack Initiation Direction around a Hole under Biaxial Loads Considering Phase Difference and Biaxiality (이축성과 위상차의 영향을 고려한 이축 하중하에서 구멍 주위에서의 피로 균열 발생 방향 예측)

  • Huh, Yong-Hak;Park, Pil-Ip;Kim, Dong-Jin
    • Proceedings of the KSME Conference
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    • 2004.04a
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    • pp.156-161
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    • 2004
  • To predict the direction of the fatigue crack initiated from a hole under various types of biaxial fatigue loads with different phase difference and biaxiality, fatigue parameters were investigated. Axial and torsional biaxial fatigue loads were selected with the respective combination of five different phase differences of 0, 45, 90, 145 and 180 degrees and five biaxialities of 0, $1/{\sqrt{3}}$, 1, ${\sqrt{3}}$, ${\infty}$. Directions of the fatigue crack initiation around the hole were found to approach to the circumferential direction of the specimen with increment of the phase difference for fatigue tests with phase differences less than $90^{\circ}$. Whereas directions for tests with phase differences greater than $90^{\circ}$ went away from the circumferential direction and those were symmetric to the directions for tests with phase difference less than $90^{\circ}$. With increase of biaxilities, the fatigue crack initiated more apart from the circumferential direction of the specimen. These crack initiation direction were predicted using maximum tangential stress range and maximum shear stress range obtained at far-field and around the hole. Comparing these two stress parameters, The crack initiation direction can be successfully explained by using the direction of the maximum tangential stress range obtained around the hole and at far-field.

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Evolution of Orthotropic Anisotropy by Simple Shear Deformation (전단변형에 의한 직교이방성의 변화)

  • 김권희
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.15 no.2
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    • pp.413-423
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    • 1991
  • Multiaxial loading by combinations of tension-torsion-internal pressure have been applied to the thins-walled tubular specimens prepared from cold drawn tubes of SAE 1020 steel. Prior to the multiaxial loading, each specimen has been twisted to different shear strains. Uniaxial tensile yield stresses measured at different angles to the tube axis clearly show that the initial orthotropic symmetry is maintained during twisting. The orthotropy axes are observed to rotate with shear strains. The plane stress yield locus measured for each twisted specimens show that yield surface shape does not remain similar during twisting and thus anisotropic work hardening is not a function of only plastic work.

Low Cycle Fatigue Characteristics of Duplex Stainless Steel with Degradation under Pure Torsional Load (순수 비틀림 하중하에서 열화를 고려한 2상 스데인리스강의 저주기 피로특성)

  • Gwon, Jae-Do;Park, Jung-Cheol
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.26 no.9
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    • pp.1897-1904
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    • 2002
  • Monotonic torsional and pure torsional low cycle fatigue(LCF) test with artificial degradation were performed on duplex stainless steel(CF8M). CF8M is used in pipes and valves in nuclear reactor coolant system. It was aged at 430$^{\circ}C$ for 3600hrs. Through the monotonic and LCF test, it is found that mechanical properties(i.e., yield strength, strain hardening exponent, strength coefficient etc.) increase and fatigue life(N$\sub$f/) decreases with degradation of material. The relationship between shear strain amplitude(${\gamma}$$\sub$a/)and N$\sub$f/ was proposed.

First Record of Icelus toyamensis (Scorpaeniformes: Cottidae) from the East Sea, Korea

  • Song, Young Sun;Kim, Jin-Koo;Ryu, Jung-Hwa;Kim, Hyeon-Ju;Kweon, Seon-Man;Choi, Seung-Ho
    • Animal Systematics, Evolution and Diversity
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    • v.28 no.4
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    • pp.304-307
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    • 2012
  • A three specimen of Icelus toyamensis, belonging to Cottidae, Scorpaeniformes, was firstly collected from the East Sea, Korea during 2007-2009. We herein described the species as the first record from Korea on the basis of these specimens. Icelus toyamensis is characterized by the following morphological combinations: spinous scales absent on the base of dorsal fin; small ctenoid scales scattered on body sides; gill rakers are short, tubular, and relatively broad; the uppermost preopercular spine is sharp and simple; dorsal fin rays VIII-IX, 20-21; anal fin soft rays 18-19; pectoral fin rays 18, and vertebrae 40-41. New Korean name of I. toyamensis is proposed as "Min-jul-ga-si-hoet-dae."

Tensile Behavior of Concrete-Filled Column Connections Using Re-bars (철근을 이용한 충전 강관기둥 접합부의 인장거동)

  • LEE, Young Ryule;YOO, Yeong Chan;SHIN, Kyung Jae;OH, Young Suk;LEE, Seung Joon;MOON, Tae Sup
    • Journal of Korean Society of Steel Construction
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    • v.8 no.3 s.28
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    • pp.89-96
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    • 1996
  • The objective of this study is to investigate the structural behavior of Concrete-Filled Steel Tubular Column connections using reinforced bar. The parameter of specimens is the area of each reinforced bar (SD40 : D13, D16, D19, D22, D25). The simple tensile experiment is conducted to 5 kinds of specimens. Estimating the load, displacement, and strain from each kind, we compared them to basic elementary type (Flange Type, Basic Type, DPA Type, DPB Type). In each specimen, We can get the yielding load obtained by the theoretical three failure modes which make it possible to predict the experimental results. Actually, through the comparison and analysis, we come to know that the experimental results and theoretical results are nealy the same. Further, we will exert to apply the connections using reinforced bar to construction of high-rise building.

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Behavior of Fatigue Crack Initition and Growth in S45C Steel Under Biaxial Loading (이축하중을 받는 S45C강의 피로균열의 발생과 성장거동)

  • Park, S.H.;Lee, S.H.;Kim, S.T.
    • Proceedings of the KSME Conference
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    • 2000.04a
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    • pp.206-211
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    • 2000
  • Fatigue test was conducted on a S45C steel using hour-glass shaped smooth tubular specimen under biaxial loading in order to investigate the crack formation and growth at room temperature. Three types of loading system, i.e fully reserved cyclic torsion without a superimposed static tension or compression, fully reserved cyclic torsion with a superimposed static tension and fully reserved cyclic torsion with a superimposed static compression were employed. The test results show that a superimposed static tensile mean stress reduced fatigue lifetime. however a superimposed static compressive mean stress increased fatigue lifetime. Experimental results indicated that cracks were initiated on planes of maximum shear strain with either a superimposed mean stresses or not. A biaxial mean stress had an effect on the direction which cracks nucleated and propagated at stage I (mode II).

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Fine Needle Aspiration Cytology of the Renal Angiomyolipoma (신 맥관근지방종의 세침흡인 세포학적 소견)

  • Lee, Yong-Hee;Min, Dong-Won;Jeong, Hyeon-Joo;Lee, Kwang-Gil
    • The Korean Journal of Cytopathology
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    • v.5 no.1
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    • pp.65-70
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    • 1994
  • We describe a case of fine needle aspiration cytology of renal angiomyolipoma which was not associated with the clinical complex of tuberous sclerosis and was incidentally found. It was a solitary lesion and the clinical impression before needle aspiration was renal ceil carcinoma. The aspirated specimen showed mature fat cells, clusters of renal tubular epithelial cells and sheets of pleomorphic smooth muscle cells with fibrillary cytoplasm. The nuclei of smooth muscle celis varied in size and shape. Since the treatment of renal angiomyolipoma differs from that of renal ceil carcinoma, the preoperative cytological diagnosis is of great value.

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Compaction Properties of Fe Powder Fabricated by Warm Compaction (온간성형법으로 제조된 Fe 분말의 성형특성)

  • Kim, Se-Hoon;Lee, Young-Jung;Lee, Jea-Sung;Kim, Young-Do
    • Journal of Powder Materials
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    • v.14 no.3 s.62
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    • pp.185-189
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    • 2007
  • Various approaches have been proposed to increase the green density. Warm compaction method has been used for the reduction of residual stress, the improvement of magnetic properties and the higher densities. In this work, the effect of warm compaction on green density of Fe powder was investigated. After ball-milling of Fe oxide powder for 30 hours, Fe oxide powder was reduced through the hydrogen reduction process. The pure Fe powder and polymer binder were mixed by 3-D tubular mixer. And then the mixed powder was warm-compacted with various compaction pressure and binder contents. The green density of specimen was added polyvinyl binder was higher than any other specimens.

A Change and Prediction of Biaxial Fatigue Life of Cast Duplex Stainless Steels by Degradation (2상 주조 스테인리스강의 열화로 인한 2축 피로수명의 변화와 예측)

  • Kwon, Jae-Do;Park, Joong-Cheul
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.28 no.4
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    • pp.410-418
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    • 2004
  • The multiaxial fatigue test under in-phase and out-of$.$phase load were performed to study what degradation phenomenon affects fatigue life with virgin and 3600 hrs degraded materials. The various kind of fatigue data fur fatigue life prediction were acquired under pure axial and pure torsional load of fully reversal condition. The models which was investigated are: 1) the von Mises equivalent strain range, 2) the critical shear plane approach method of Fatemi-Socie(FS) parameter, 3) the modified Smith-Watson-Topper(SWT) parameter. The result showed that, fatigue life by material degradation are decreased and life prediction which was used the FS parameter is not conservative but the best result.

Bending-shear Strength of Concrete-filled Double Skin Circular Steel Tubular Beams with SMA and Rebar in Normal-and-High-strength Concrete

  • Lee, Seung Jo;Park, Jung Min
    • Architectural research
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    • v.23 no.1
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    • pp.11-17
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    • 2021
  • A concrete-filled circular steel tube beam was fabricated, and a bending test was performed to analyze its failure modes, displacement ductility, bending-shear strength, and load-central deflection relationship. For the bending test, the installation position of the shape memory alloy (SMA) inside and outside the double-skin steel tube was used, and the rebar installation position, the concrete strength, the mixing of fibers, and the inner-outer diameter ratio as the main parameters. The test results showed that the installation positions of the reinforcements inside and outside the double-skin steel tube and the inner-outer diameter ratio of the steel tube affected the ductility, maximum load, and failure mode. In general, the specimen made of general concrete with SMA installed outside and inside (OI) the double-skin steel tube showed the best results.