• Title/Summary/Keyword: API steel

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Finite Element Analysis of the Hot Rolled Cladding for the Ni-based Superalloy/steel Corrosion-resistant Alloy (CRA) Plate (니켈 기반 초합금 클래드 판재의 열간 압연 제조 공정 유한요소해석)

  • C. Kim;S.J. Bae;H. Lee;H.J. Bong;K.S. Lee
    • Transactions of Materials Processing
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    • v.33 no.3
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    • pp.208-213
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    • 2024
  • Ni-based superalloys have exceptional performance in high-temperature strength, corrosion resistance, etc, and it has been widely used in various applications that require corrosion resistance at high-temperature operations. However, the relatively expensive cost of the Ni-based superalloys is one of the major hurdles. The corrosion-resisted alloy(CRA) clad materials can be a cost-effective solution. In this study, finite element analysis of the hot rolling process for manufacturing of the Alloy 625/API X65 steel CRA clad plates is conducted. The stress-strain curves of the two materials are measured in compressive tests for various temperature and strain rate conditions, using the Gleeble tester. Then, strain hardening behavior is modeled following the modified Johnson-Cook model. Finite element analysis of the hot rolled cladding process is performed using this strain rate and temperature dependent hardening model. Finally, the thickness ratio of the CRA and base material is predicted and compared with experimental values.

Application of Building Information Modeling for Steel Structures (강구조물 건설에서의 Building Information Modeling(BIM)의 도입)

  • Lee Suk-Joo;Cheon Jin-Ho
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2006.04a
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    • pp.192-199
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    • 2006
  • BIM is a collaborative. model-based way to work. Structural BIM is one of the key elements in the building process where the majority of structural information is created. Open BIM interfaces make it possible for all design information to be produced and managed within a single 3D product model. To make structural BIM a reality between owners, general contractors, architects and engineers. the software used need to be open in their communication. We used to Tekla Structures to provide an open environment through standard interfaces and Tekla Open API collaboration. We have developed MCP(machine cutting plan) and PIM(product information management)to provide cutting plan and drawing and manage to B.O.M, Materials, Production, Shipping and Project.

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Fatigue Properties of the Small Diameter Branch Welded Pipe Joint with variation of Welding Procedures and Welding Shapes. (용접공정 및 용접형상 변화에 따른 소구경 분기배관 용접부의 피로특성)

  • 백종현;김철만;김우식
    • Proceedings of the KWS Conference
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    • 2003.11a
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    • pp.191-193
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    • 2003
  • S-N fatigue tests were conducted to investigate the fatigue strength of the small diameter socket and butt welded joints of carbon steels. Experimental parameters were pipe diameter, throat depth, shape of socket welds and welding procedure. Filler metals used in SMAW and GTAW procedure were E9016-G with diameter of 4.0 mm and ER70S-G with diameter of 2.4 m. API 5L Gr.B pipes were adopted as a small diameter branch pipes. All socket fittings were machined from ASTM A105 carbon steel. Fatigue strength in socket weld joints increased with increasing pipe diameter, area of weld metal and weld leg length of pipe side.

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Influence of Welding Shapes and Welding Procedures on Fatigue Strength of Small Diameter Branch Welded Pipe Joint (소구경 분기배관 용접부의 피로강도에 미치는 용접부 형상 및 용접공정의 영향)

  • Baek, Jong-Hyun;Kim, Cheol-Man;Kim, Woo-Sik
    • Proceedings of the KSME Conference
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    • 2003.11a
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    • pp.1092-1097
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    • 2003
  • S-N fatigue tests were conducted to investigate the fatigue strength of small diameter socket and butt welded joints made of carbon steels. Experimental parameters were pipe diameter, throat depth, shape of socket welds and welding procedure. Filler metals used in SMAW and GTAW procedure were E9016-G with diameter of 4.0 mm and ER70S-G with diameter of 2.4 mm. API 5L Gr.B pipes were adopted as a small diameter branch pipes. All socket fittings were machined from ASTM A105 carbon steel. Tensile strength was not affected by the welding procedure. Fatigue strength in socket weld joints increased with increasing pipe diameter, area of weld metal and weld leg length of pipe side.

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Investigation on Trend Removal in Time Domain Analysis of Electrochemical Noise Data Using Polynomial Fitting and Moving Average Removal Methods

  • Havashinejadian, E.;Danaee, I.;Eskandari, H.;Nikmanesh, S.
    • Journal of Electrochemical Science and Technology
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    • v.8 no.2
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    • pp.115-123
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    • 2017
  • Electrochemical noise signals in many cases exhibit a DC drift that should be removed prior to further data analysis. Polynomial fitting and moving average removal method have been used to remove trends of electrochemical noise (EN) in time domain. The corrosion inhibition of synthesized schiff base N,N'-bis(3,5-dihydroxyacetophenone)-2,2-dimethylpropandiimine on API-5L-X70 steel in hydrochloric acid solutions were used to study the effects of drifts removal methods on noise resistance calculation. Also, electrochemical impedance spectroscopy (EIS) was used to study the corrosion inhibition property of the inhibitor. The results showed that for the calculation of $R_n$, both methods were effective in trend removal and the polynomial with m=4 and MAR with p=40 were in agreement.

Fracture Toughness Evaluation of Natural Gas Pipeline under the Cathodic Protection

  • Kim, Cheol-Man;Baek, Jong-Hyun;Kim, Young-Pyo;Kim, Woo-Sik
    • Corrosion Science and Technology
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    • v.8 no.4
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    • pp.133-138
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    • 2009
  • For the corrosion protection of the natural gas transmission pipelines, two methods are used, cathodic protection and coating technique. In the case of cathodic protection, defects are embrittled by occurring hydrogen at the crack tip or material surface. It is however very important to evaluate whether cracks in the embrittled area can grow or not, especially in weld metal. In this work, on the basis of elastic plastic fracture mechanics, we performed the CTOD testing with various test conditions, such as testing rate and potential. The CTOD of the base metal and the weld metal showed a strong dependence of the test conditions. The CTOD decreased with decreasing testing rate and with increasing cathodic potential. The morphology of the fracture surface showed the quasi-cleavage at low testing rate and cathodic overprotection. The low CTOD was caused by hydrogen embrittlement at crack tip.

Fatigue Study of K-Joints for Offshore Structures (해양구조물의 K-Joint 피로연구)

  • IM SUNG-WOO;PARK RO-SIK;JO CHUL-HEE;PARK KWAN-KYU
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2004.11a
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    • pp.291-296
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    • 2004
  • The paper describes a test program on welded K-joints fabricated from circular hollow section brace members and chords made with API 2W 50 grade steel produced by POSCO. The K-joints were tested for three loading conditions at RIST. The specimens were tested in reaction frame that allowed vertical uniform loading to the structure. From the test, the crack initiation and development were observed and the fatigue failure could be predicted. The results were also compared with the provided S-N curves by DnV.

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S-N Fatigue Strength of Small Diameter Branch Welded Pipe with Variation of Welding Shapes and Welding Procedures (용접부의 형상과 공정변화에 따른 소구경 분기배관의 피로강도 특성평가)

  • 백종현;김우식
    • Journal of Welding and Joining
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    • v.22 no.3
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    • pp.50-55
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    • 2004
  • S-N fatigue tests were conducted to investigate the fatigue strength of small diameter socket and butt welded joints made of carbon steels. Experimental parameters were pipe diameter, throat depth, shape of socket welds and welding procedure. Filler metals used in SMAW and GTAW procedure were E9016-G with diameter of 4.0 m and ER70S-G with diameter of 2.4 m. API 5L Gr.B pipes were adopted as a small diameter branch pipes. All socket fittings were machined from ASTM A105 carbon steel. Tensile strength was not affected by the welding procedure. Fatigue strength in socket weld joints increased with increasing pipe diameter, area of weld metal and weld leg length of pipe side.

Design and Implementation of Smart Manufacturing Execution System based on Web of Things for Steel Wire (철강선재를 위한 WoT 기반 스마트 생산관리시스템 설계 및 구현)

  • Kim, Dong-Hyun;Huh, Jun-hwan;Kim, Jong-Deok
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.25 no.1
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    • pp.115-123
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    • 2021
  • Manufacturing execution system is a factory information system that handles production-related quality data as well as executes production plans of process unit for all resources in the production process on site. As the 4th industrial revolution, which maximizes an automation and connectivity with artificial intelligence, has become a hot topic, manufacturers are showing interest in building a smart factories, but enormous construction costs and unstandardized production processes are obstacles to smart factory construction. Therefore, this paper designs and implements a manufacturing execution system for building a smart factory in a deterioration factory. we propose a Web-based manufacturing execution system aiming at a smart factory at the basic level for steel wire processing. The proposed system will smoothly support interworking with the existing ERP system using REST APIs, and will consider extensibility so that it can be used in various devices and browsers. We will show practicality by implementing the proposed WoT-based manufacturing execution system.

Stress and Strain Distribution of Gas Pipe According to Buried Depth (매설심도에 따른 가스 배관의 응력 변형 특성)

  • Cho, Jinwoo;Choi, Bonghyuck;Cho, Wonbeom;Kim, Jinman;Hong, Seongkyeong;Jeong, Sekyoung;Kim, Joonho
    • Journal of the Korean Institute of Gas
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    • v.17 no.5
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    • pp.51-57
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    • 2013
  • Recently, improvement of materials and technologies for the manufacturing of gas pipe has it possible to reduce the buried depth. Compared to the criteria from advanced countries, Korea has conservative criteria for the buried depth of pipeline(about 50cm deeper). Therefore, this study investigated the effect of various buried depth(0.8m, 1.0m, 1.2m) on the stress and strain distribution of gas pipe. Numerical analysis and field tests were carried out with API 5L steel gas pipes. From the results, it can be suggested that the change of buried depth would not significantly affect the stress and strain distribution of gas pipe.