• Title/Summary/Keyword: steel specimen

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Crack Propagation at Boundary Face of Composite Compact Tension Specimen

  • Cho, Jae-Ung;Han, Moon-Sik
    • Journal of the Korean Society of Manufacturing Technology Engineers
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    • v.22 no.2
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    • pp.337-341
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    • 2013
  • In this study, fatigue crack propagation in composite material under fatigue is investigated by simulation result. When another material on the specimen exists vertically to the crack line, the phenomena that crack may go straight or propagate along the boundary face according to the elastic modulus ratio of another material to matrix are investigated with compact tension specimen by compliance method. Crack propagation direction is evaluated by compliance method. By arranging this study result systematically about the crack propagation behavior due to the stiffness of inhomogeneous material, high-tech material (automobile, aircraft and steel industry) can be improved. The estimation of safety design and life (construction & nuclear power station, etc.) will be of great value industrially.

Effect of pre-bending on the properties of impact damage in CFRP laminates (CFRP적층판의 충격손상특성 및 손상거동에 미치는 초기굽힘의 영향)

  • 신형섭;서창민;황남성
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.18 no.5
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    • pp.1144-1149
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    • 1994
  • Damage caused in CFRP laminates by low energy impact of steel ball are investigated ultrasonically. Two types of laminated specimens having different stacking sequence are used as a target material. The effects of pre-bending on the behaviors of impact damage are specifically discussed. The initiation and progagation behaviors of delamination were largely dependent upon the bending rigidity of each specimen. Specimen C having higher bending rigidity produced larger delamination damage than the Specimen D having relatively low bending rigidity, however it was little for the Specimen C. Application of pre-bending increased the apparent bending rigidity of target during impacting, it produced delamination at lower impact energy level compared to the case of no preload.

A Study On the Factors that Affect Fatigue Crack Growth Rate in Steels - Specimen Thickness Effect - (강재의 피로균열전파율에 미치는 영향인자에 관한 연구)

  • Kim, Seon-Jin;Nam, Ki-Woo;Hong, Jin-Pyo
    • Journal of Ocean Engineering and Technology
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    • v.13 no.2 s.32
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    • pp.58-65
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    • 1999
  • The effect of specimen thickness on fatigue crack growth rate was studied. The objective of the present study is to investigate the effect of specimen thickness on the fatigue crack growth behavior at various stress intensity factor ranges and also the variation of material restance to fatigue crack growth. The fatigue crack growth resistance was treated as a spatial stochastic process, which varies randomly on the crack path, Compact tension specimens with a LT orientation for structural steel were used. All testing was done at a constant stress intensity level. The experimental data were analyzed for the size effect to determine the Weibull distributions of the material resistance.

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Friction transition diagram considering the effects of oxide layer formed on contact parts of TiN coated steel ball

  • Cho, C.W.;Lim, J.S.;Lee, Y.Z.
    • Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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    • 2002.10b
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    • pp.179-180
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    • 2002
  • In this study. the friction transition diagram based on the effect of oxide layer formation on contact surface between TiN coated steel ball and uncoated steel disk was constructed. From the diagram. it can be seen that as the contact load increases. the contact number of cycle at the beginning of oxide layer formation decreases linearly and as the coating thickness increases and the surface roughness of steel disk increases under same contact load. that increases. For the coated ball specimen, a AISI 52100 steel ball was used and AISI 1045 steel was used for the disk counter part.

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Probing of Steel Bar Inside Mortar Specimens Using Electromagnetic Wave Method (전자기파를 이용한 모르타르 시편 내 철근탐사)

  • 김우석;박경현;임홍철
    • Proceedings of the Korea Concrete Institute Conference
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    • 1999.10a
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    • pp.663-666
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    • 1999
  • Ground Penetrating Radar (GPR) attached with 1 GHz center frequency antenna has been used to measure a dielectric constant of mortar, and to detect and locate a steel bar embedded inside laboratory size mortar specimens at various depth. Mortar specimens are made for the measurements with the dimensions of 100cm (width)$\times$100cm (length)$\times$14cm (depth). Each specimen has a 13mm diameter D13 steel bar at 2, 4, 6, 8, 10 and 12cm depth. In this paper, results of radar measurments are provided with a sample output, which successfully located the bar. It has been found that the reflected wave of the steel bar interacts with that of surface when the steel bar has the close distance to the surface.

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The Effect on the Strength According to Carbon Content of Kovar Steel (코바강의 탄소첨가량에 따른 강도에 미치는 영향)

  • Choi, Byung-Hui;Choi, Byung-Ky
    • Journal of the Korean Society of Safety
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    • v.25 no.3
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    • pp.28-33
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    • 2010
  • Ni alloy steel is able to use during long time because of good acid and corrosion resistance. So, it's research has focused on developing the alternative alloy which is economically feasible. Recently, consumption of Kovar steel is gradually increased in field of the jet engine and the gas turbine because of its low thermal expansive characteristics. The specimens of Kovar steel(29%Ni-17%Co) contain 0.00%C, 0.03%C, 0.06%C, 0.10%C and 0.20%C, respectively. Ingots are manufactured by VIM(vacuum induction melting furnace) and then specimens are made by automatic hot rolling after heat treatment. Strength of Kovar steel according to carbon contents is estimated by hardness, tensile and impact test. Hardness of the 0.20%C specimen is more improved approximately 14.4% than one of base metal. Its strength increases 32.4% of a base metal, and its impact energy is also enhance 11.5%.

Effect of Acid Fog on Rust Formation and Fatigue Strength of Weathering Steel (산성안개가 내후성강재의 녹형성 및 피로강도에 미치는 영향)

  • Kim, Min-Gun;Ku, Eun-hoi
    • Journal of Industrial Technology
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    • v.22 no.B
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    • pp.13-20
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    • 2002
  • The purpose of this study is to investigate the effect of acid fog on the rust formation behavior of weathering steel (SMA50) which is used in uncoated bridges. Weathering steel didn't form the passive film under the environment of acid fog(pH5,6), whereas the environment of distilled water formed the protective oxide film. Therefore, the construction of weathering steel under the environment extremely exposed to SOx and NOx which are the main compositions of acid fog is not adequate. Fatigue limits of weathering steel under acid fog environment are remarkably decreased as compared with environment of distilled water. The corrosive constituents in acid fog has piled up the corrosion products on specimen surface and generated the corrosion pits. Because of the high stress concentration arising at this corrosion pit, relatively low fatigue limits were obtained for acid fog specimens.

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Effect of Acid Fog on Rust Formation and Fatigue Behavior of Weathering Steel Used in Un-Coated Bridge (무도장 교량에 사용되는 내후성강재의 부식 및 피로거동에 미치는 산성안개의 영향)

  • Kim, Min-Gun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.32 no.1
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    • pp.13-20
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    • 2008
  • The purpose of this study is to investigate the effect of acid fog on the rust formation behavior of weathering steel (SMA50) which is used in un-coated bridges. Weathering steel didn't form the passive film under the environment of acid fog(pH5,6), whereas the environment of distilled water formed the protective oxide film. Therefore, the construction of weathering steel under the environment extremely exposed to SOx and NOx which are the main compositions of acid fog is not adequate. Fatigue limits of weathering steel under acid fog environment are remarkably decreased as compared with environment of distilled water. The corrosive constituents in acid fog has piled up the corrosion products on specimen surface and generated the corrosion pits. Because of the high stress concentration arising at this corrosion pit, relatively low fatigue limits were obtained for acid fog specimens.

Finite Element Analysis of Powdering of Hot-dip Galvannenled Steel using Damage Model (합금화 용융아연 도금강판의 가공시 손상모델을 이용한 도금층 파우더링에 관한 유한요소 해석)

  • Kim, D.W.;Kim, S.I.;Jang, Y.C.;Lee, Y.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2007.10a
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    • pp.215-222
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    • 2007
  • Coating of Hot-dip galvannealed steel consists of various Fe-Zn intermetallic compounds. Since the coating is hard and there for is very brittle, the surface of steel sheet is easy to be ruptured during second manufacturing processing. This is called as powdering. In addition, forming equipment might be polluted with debris by powdering. Therefore, various research have been carried out to prohibit powdering fur improving the quality of GA steel. This paper carried out finite element analysis combined with damage model which simulate the failure of local layer of hot-dip galvannealed steel surface during v-bending test. Since the mechanical property of intermetallic compound was unknown exactly, we used the properties calculated from measurements. The specimen was divided into substrate, coating layer and interface layer. Local failure at coating layer or interface layer was simulated when elemental strain reached a prescribed strain.

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Effect of Reinforcing Bar on Rayleigh Wave Propagation on Concrete Structures

  • Kim, Jae-Hong;Lee, Kang-Wook
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.3 no.2
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    • pp.159-164
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    • 2015
  • This paper presents results on a study of the Rayleigh wave scattering in concrete with a steel bar using transient elastic waves. To study the characteristics of the scattered waves induced by a steel bar in concrete, a three-dimensional finite element method was adopted. A case for elastic wave propagation parallel to the steel bar is discussed. The effect of the cover thickness and steel bar diameter on the Rayleigh wave was studied. To confirm the numerical investigations, a concrete specimen containing a steel bar was made, and corresponding transient elastic wave experiments were conducted. It is believed that the result of this study can serve as an important reference in a nondestructive evaluation of concrete with a steel bar.