• Title/Summary/Keyword: steel property

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High Strength Low Alloy Steel for Sour Service

  • Jung, Hwan Gyo;Kim, Sang Hyun;Yang, Boo Young;Kang, Ki Bong
    • Corrosion Science and Technology
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    • v.7 no.5
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    • pp.288-295
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    • 2008
  • The increase use of natural gas as an energy source has been continuous demand for ever-increasing strength in gas transmission pipeline materials in order to achieve safe and economic transportation of natural gas. In particular, linepipe material for sour gas service primarily needs to have crack resistant property. However, applications of sour linepipes are expanding toward deep water or cold region, which require higher toughness and/or heavier wall thickness as well as higher strength. To improve the crack resistance of linepipe steel in sour environment, low alloy steel are produced by controlled rolling subsequently followed by the accelerated cooling process. This paper summarizes the design concepts for controlling crack resistant property low alloy linepipe steels for sour gas service.

A study on the tensile property and corrosion resistance of austenitic stainless base and weld metal (오스테나이트계 스테인리스강 모재 및 용접부의 인장특성과 내식성에 관한 연구)

  • 정호신;김조권;엄동석
    • Journal of Welding and Joining
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    • v.14 no.4
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    • pp.71-78
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    • 1996
  • The effect of chemical composition on mechanical properry and corrosion resistance of austenitic stainless steel was investigated. The main results obtained were as follows : 1. There was a linear relationship between the tensile strength of stainless steel and the $Cr_{eq}/Ni_{eq}$. The larger the $Cr_{eq}/Ni_{eq}$ was the higher the tensile strength of stainless steel. 2. There was a good correlationship between $Cr_{eq}/Ni_{eq}$ and intergranular, gerneral corrsion rate. 3. Intergranular corrosion rate decreased linearly with increasing Cr content. 4. General corrosion rate decreased linearly with increasing Ni content. 5. Logarithm corrosion rate of intergranular and general corrosion has a linear relationship with all of the factor of $Cr_{eq}/Ni_{eq}$, Cr and Ni content.

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Evaluation of Nonchromated Thin Organic Coatings for Corrosion Inhibition of Electrogalvanized Steel

  • Park, Jong Myung;Kim, Kyoo Young
    • Corrosion Science and Technology
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    • v.6 no.2
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    • pp.68-73
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    • 2007
  • The toxicity of chromium that is used to impart corrosion resistance to galvanized steel created environmental and health-related concerns and generated a great deal of interest in developing chrome-free treatment coatings. In the present work, organic-inorganic composite coatings were used to coat electrogalvanized steel (EG) sheets for corrosion protection without degrading its weldability property. The new coatings composed of specially modified polyurethane dispersion hybridized with silicate and unique inorganic-organic inhibitors were developed during this work. It was found that about $1{\mu}m$ thickness of coating layer is secure enough in corrosion resistance of flat and formed part even after alkaline degreasing. Overall chemical resistances including fingerprint resistance and paint adhesion property were satisfied with the test specification of Sony technical standard of SS-00260-2002. Therefore, it is concluded that the newly developed chrome-free product can replace the conventional chromated product.

Dynamic Material Property of Mn-B Alloy High-Strength Steel (Mn-B 합금계 고강도 강의 동적 물성)

  • Choi, Chang;Hong, Sungin
    • Journal of the Korean Society for Precision Engineering
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    • v.13 no.11
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    • pp.124-131
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    • 1996
  • The dynamic material property of Mn-B ally high-strength steel is investigated through the rod impact test which is one of simple test methods for the analysis of the material behavior under high-strain-rate. Rod impact test is performed to produce the deformed shape of rod and analyzed by the one-dimensional theory based on conservation law and the two-dimensional hydrocode AUTODYN-2D. The dynamic yield stress is determined and compared with the static yield stress to investigate the strain-rate sensitivity of Mn-B alloy high-strength steel.

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A Study on the Adhesion Property of Al-Cr Alloy Films by Evaporation (진공증착법으로 제조된 Al-Cr 박막의 밀착성에 관한 연구)

  • 주봉환;이규환;권식칠;백운승;임수근
    • Journal of the Korean institute of surface engineering
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    • v.27 no.1
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    • pp.19-28
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    • 1994
  • A study on adhesion property of evaporated Al-Cr films was conducted on steel sheet by using two-source evaporator. Adhesion of Al-Cr coated steel was evaluated by tape test after $180^{\circ}$bending. Adhesion was decreased with increasing the Cr content in Al-Cr films. It was thought that the decrease in adhesion with increasing Cr content be related to insufficient wetting and diffusion of Cr atoms in the film. Best adhesion was achieved in the case of pure aluminum film..

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Fracture property of steel fiber reinforced concrete at early age

  • Fu, Chuan-Qing;Ma, Qin-Yong;Jin, Xian-Yu;Shah, A.A.;Tian, Ye
    • Computers and Concrete
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    • v.13 no.1
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    • pp.31-47
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    • 2014
  • This research is focused on obtaining the fracture property of steel fiber reinforced concrete(SFRC) specimens at early ages of 1, 2, 3 and 7-day, respectively. For this purpose, three point bending tests of nine groups of SFRC beams with notch of 40mm depth and different steel fiber ratios were conducted. The experimental results of early age specimens were compared with the 28-day hardened SFRC specimens. The test results indicated that the steel fiber ratios and curing age significantly influenced the fracture properties of SFRC. A reasonable addition of steel fiber improved the fracture toughness of SFRC, while the fracture energy of SFRC developed with curing age. Moreover, a quadratic relationship between splitting strength and fracture toughness was established based on the experiment results. Additionally, afinite element (FE) method was used to investigate the fracture properties of SFRC.A comparison between the FE analysis and experiment results was also made. The numerical analysis fitted well with the test results, and further details on the failure behaviors of SFRC could be revealed by the suggested numerical simulation method.

Measurement of 2 Dimensional Magnetic Property of Grain-oriented Electrical Steel Sheet According to Exciting Field Direction using SST with 2 Axes Excitation (이방향 여자형 SST를 이용한 이방성 전기강판의 인가자계 방향에 따른 2차원 자계특성 측정)

  • Hwan, Eum-Young;Kim, Hong-Jung;Hong, Sun-Ki;Shin, Pan-Seok;Koh, Chang-Seop
    • The Transactions of the Korean Institute of Electrical Engineers B
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    • v.55 no.5
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    • pp.250-257
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    • 2006
  • It is well known that Grain-oriented electrical steel sheets have two dimensional magnetic properties according to the direction of exciting field such as non-linear phase difference between magnetic flux density and magnetic field intensity vectors, different iron loss and permeability even when an alternating magnetic field is applied. The measurement and application of the two dimensional magnetic properties of the Grain-oriented electrical steel sheets, therefore, are very important for the design and precise performance analysis of electric machines made of them. As the direction of exciting field changes, in this paper, the two dimensional magnetic properties of a Grain-oriented electrical steel sheet, i.e., non-linear B-H curves, phase difference between B and H, and iron loss characteristics, are measured using SST(Single Sheet Tester) which has two axes excitation. The measured results are presented in two ways: using $(B,\theta_B)$ method and using hysteresis loops along rolling and transverse directions, respectively.

Fatigue Life Estimation Method Considering Traffic Properties for Steel Highway Girder Bridge (교통특성을 고려한 강도로교의 피로수명 평가 방안)

  • Lee, Hee-Hyun;Kyung, Kab-Soo;Jeon, Jun-Chang
    • Journal of Korean Society of Steel Construction
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    • v.22 no.3
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    • pp.209-218
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    • 2010
  • The fatigue phenomenon, which is induced by stress accumulation due to the repeated loading of vehicles in the long term, is one of the main factors of the span of life of a steel bridge. In this paper, the effects of traffic properties on the fatigue life of ordinary short- and medium-span steel plate girder bridges that are exposed to relatively large dynamic effects are investigated. From the analysis, it was known that the fatigue life of the bridge becomes shorter with increasing traffic volume and number of large vehicles, and is affected by the weights of the vehicles. Based on the analysis results, a new parameter that can represent the traffic property that affects the fatigue life of the subject bridge is suggested, and the validity of the parameter is confirmed.