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EFFECT OF DYNAMIC LOADING ON FRACTURE BEHAVIOR OF WELDED JOINTS OF STRUCTURAL STEEL

EFFECT OF DYNAMIC LOADING ON FRACTURE BEHAVIOR OF WELDED JOINTS OF STRUCTURAL STEEL
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摘要 To investigate the effect of dynamic loading on fracture behavior of weldedjoints of structural steel Q235B and 16Mn in common use and compare the earthquake resistances ofthe two kinds of materials, dynamic tension and fracture toughness tests are carried out at roomtemperature. On the basis of the tests, the stress-strain fields near the crack tip of the compactspecimens are analyzed by three-dimensional finite element model. The test results and finiteelement analysis results show that, the fracture toughness of welds and base metal of 16Mn steelincreases with the increment of loading rate. Compared with 16Mn steel, Q235B steel is moresensitive to dynamic loading. The fracture toughness of welds of Q235B is comparatively low understatic loading and dynamic loading at room temperature. Compared with the static loading, thefracture toughness of Q235B parent metal under dynamic loading decreases by about four times.Therefore, it can be concluded that compared with 16Mn steel, the earthquake resistances of weld andparent metal of Q235B are rather poor. To investigate the effect of dynamic loading on fracture behavior of weldedjoints of structural steel Q235B and 16Mn in common use and compare the earthquake resistances ofthe two kinds of materials, dynamic tension and fracture toughness tests are carried out at roomtemperature. On the basis of the tests, the stress-strain fields near the crack tip of the compactspecimens are analyzed by three-dimensional finite element model. The test results and finiteelement analysis results show that, the fracture toughness of welds and base metal of 16Mn steelincreases with the increment of loading rate. Compared with 16Mn steel, Q235B steel is moresensitive to dynamic loading. The fracture toughness of welds of Q235B is comparatively low understatic loading and dynamic loading at room temperature. Compared with the static loading, thefracture toughness of Q235B parent metal under dynamic loading decreases by about four times.Therefore, it can be concluded that compared with 16Mn steel, the earthquake resistances of weld andparent metal of Q235B are rather poor.
出处 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2004年第3期346-348,共3页 中国机械工程学报(英文版)
基金 This project is supported by National Natural Science Foundation of China (No.59975066).
关键词 Dynamic loading Fracture toughness Finite element analysis Earthquakeresistance Dynamic loading Fracture toughness Finite element analysis Earthquakeresistance
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参考文献5

  • 1[1]Krawinkler Helmer.Earthquake design and performance of steel structural.Earthquake Engineering,1998,29(11): 285~296
  • 2[2]Duane Miller K.Lessons learned from northridge earthquake.Engineer Structures,1998,20(4): 249~260
  • 3[3]BS7448: part1: Method for determination of KIC,critical CTOD and critical J values of metallic materials,1997
  • 4[4]BS7448: part2: Method for determination of KIC,critical CTOD and critical J values of welds in metallic materials,1997
  • 5[5]Masao Toyoda.Effect of Strain Rate under Seismic Loading on Fracture Behaviors of Welded Structures,IIW JWG on Brittle Fracture of Welded Moment Connections in Seismically Affected Steel,1998

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