• Title/Summary/Keyword: Evaluation of Weldability

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Evaluation of Applicability on a High-rise Building for the Effective Usage of High Performance Steel for Building Structures (건축구조용 고성능 강재 HSA800의 효율적 사용을 위한 초고층 건물의 적용성 평가)

  • Kim, Do Hwan;Kim, Joo Woo;Lee, Dong Woo;Yang, Jae Guen;Lee, Myung Jae
    • Journal of Korean Society of Steel Construction
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    • v.26 no.5
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    • pp.463-471
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    • 2014
  • As building height and span is getting taller and longer, the researches to increase material's strength and serviceability are continuously performed. This study evaluated mechanical and chemical properties of newly developed high-strength steel (HSS) for building structures, namely HSA800 and verified cost-effectiveness and applicability of HSS for a tall building by comparing the analysis results of normal strength steel (SM490) model. HSA800 was manufactured by TMCP to have a good weldability in spite of HSS and satisfied Korean Industrial Standards (KS). The analysis results for evaluating cost-effectiveness show that total steel quantity could be saved approximately 30% when using HSS compared to SM490. It is expected that HSA800 will contribute to enhance constructability of building.

A Study on Prediction of Nugget Diameter by Resistance Spot Welding Finite Element Analysis of High Tensile Steel (SGAFC 780) (고장력 강판(SGAFC780)의 저항 점 용접의 유한요소해석을 통한 너깃 직경 예측)

  • Lee, Cheal-Ho;Kim, Won Seop;Lee, Jong-Hun;Park, Sang-Heup
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.11
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    • pp.144-150
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    • 2019
  • In this study, resistance spot welding was performed using a high tensile steel plate SGAFC 780. The shear tensile strength, fracture profile, nugget diameter, and simulation were compared according to the conditions. After the nugget diameter calibration, the minimum diameter of welding was more than 4.3mm when the welding current was 8kVA or more. At 9kVA and above 10kVA, the minimum nugget diameter of 4.3mm was satisfied. On the other hand, due to the high current and time, the fly phenomenon occurred and the deep indentation remained. An evaluation of the weldability confirmed that there was an interval that was evaluated as weld failure due to the creep phenomenon, which satisfied the tensile shear strength and minimum nugget diameter. On the other hand, areas that have sufficient load bearing capacity even when drift has occurred were also identified. The simulation results show that the error rate was less than 4.2% when comparing the nugget diameter in the simulation and the experimental results in the appropriate weld zone, and confirmed the reliability of the simulation.