• Search Research Projects
  • Search Researchers
  • How to Use
  1. Back to previous page

A Statistical Study on Evaluation for Defect and Deformation Capacity of Welded Connection

Research Project

Project/Area Number 62850105
Research Category

Grant-in-Aid for Developmental Scientific Research

Allocation TypeSingle-year Grants
Research Field Building structures/materials
Research InstitutionNagoya Institute of Technology

Principal Investigator

ONO Tetsuro  Nagoya Institute of Technology, Professor, 工学部, 教授 (30024300)

Co-Investigator(Kenkyū-buntansha) 中川 進一郎  中部電力, 原子力土建課, 技士
IWATA Mamoru  Nippon Steel Co., General Manager, 建築鉄構部, 部長代理 (50322532)
久保寺 勲  巴組鉄工所, 設計部, 部長
NAKAGAWA Shin-ichiro  Chubu Electric Power Co., Chief Engineer
KUBODERA Isao  Tomoegumi Iron Works Ltd., General Manager
Project Period (FY) 1987 – 1988
Project Status Completed (Fiscal Year 1988)
Budget Amount *help
¥5,000,000 (Direct Cost: ¥5,000,000)
Fiscal Year 1988: ¥1,100,000 (Direct Cost: ¥1,100,000)
Fiscal Year 1987: ¥3,900,000 (Direct Cost: ¥3,900,000)
KeywordsWelded Connection / Notch / Defective Member / Crack Openning Displacement / Fracture Mechanics / Beam-To-Column Connection / 柱-梁 接合部 / 塑性変形能力 / 確率論 / 片側欠陥 / COD / Overall Strain
Research Abstract

The purposes of this project are to evaluate quantitatively the critical value of fracture of defective structural connection members on high strain region. In order to evaluate the deformation capacity of defective structure members which fracture after crack propagation in according with the COD criterion, the COD and the overall strain epsilon were measured using notched plate specimens. The relationship between COD and epsilon becomes almost linear after the specimens turn fully plastic. However, as the crack propagates, the increment of COD increases until the linear relationship disappears. The value of COD at this point is assumed as the critical value of crack propagation delta_c. It can be seen that the delta_c value for a particular type of steel is almost constant regardless of the size of specimens. Therefore, it is thought that delta_c is an effective critical value for fracture behavior of steel members.
Next, we evaluate the deformation capacity and the fracture behavior of notched plates by numerical analysis. The two-dimensional elasto-plastic analysis using the finite element method considering the effects of crack growth and plate thickness is devised. The COD and the J-integral based on the non-linear fracture mechanics are calculated, and further the relationships between the COD, the J-integral and the overall strain epsilon are investigated.
Next, we determine the critical value of fracture of defective structural members after crack propagation and thereby to measure quantitatively the fracture deformability of beam-column connections under cyclic loading. The results of experiments on defective connections are compared with those on notched plate specimens to obtain a relational expression of defect length, deflection amplitude, and hysteresis energy to fracture based on the COD concept in non-linear fracture mechanics.

Report

(2 results)
  • 1988 Annual Research Report   Final Research Report Summary
  • Research Products

    (14 results)

All Other

All Publications (14 results)

  • [Publications] 小野徹郎 他: 日本建築学会構造系 論文報告集. 352. 90-97 (1985)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] 小野徹郎 他: 日本建築学会構造 系論文報告集. 357. 72-80 (1985)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] 小野徹郎 他: 日本建築学会学 術講演集. 1023-1024 (1987)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] 小野徹郎 他: 日本建築学会東海 支部研究報告集. 153-156 (1987)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] 小野徹郎 他: 日本建築学会学術講演集. 885-886 (1988)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] 小野徹郎 他: 日本建築学会構造系論文報告集. 393. 101-109 (1988)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] Tetsuro,ONO: "Numerical Analysis of Fracture Behavior of Connection Plate" Journal of Structural and Construction Engineering. 352. 90-97 (1985)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] Tetsuro,ONO: "A Study on Plastic Deformation Capacity of Beam-To-Column Connection with Defect by Fracture Mechanics" Journal of Structural and Construction Engineering. 357. 72-80 (1985)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] Tetsuro,ONO: "Failure Ductility Estimation of Weld Metal Based on COD Criterion" Annual Meeting Architectural Institute of Japan. 1023-1024 (1987)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] Tetsuro,ONO: "A Proposal of the Analytical Method of Reliability for Ultimate Strength of Redundant Ductile Portal Frames" Journal of Structural and Construction Engineering. 393. 101-109 (1988)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] Tetsuro,ONO: "Fracture Mechanical Examination on Fracture Ductility of Welded Connection with Single Edge Notch" Annual Meeting of Architectural Institute of Japan. 885-886 (1988)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1988 Final Research Report Summary
  • [Publications] 小野徹郎 他: 日本建築学会東海支部研究報告集. 153-156 (1988)

    • Related Report
      1988 Annual Research Report
  • [Publications] 小野徹郎 他: 日本建築学会学術講演集. 号外. 885-886 (1988)

    • Related Report
      1988 Annual Research Report
  • [Publications] 小野徹郎 他: 日本建築学会構造系論文報告集. 393. 101-109 (1988)

    • Related Report
      1988 Annual Research Report

URL: 

Published: 1987-04-01   Modified: 2017-04-05  

Information User Guide FAQ News Terms of Use Attribution of KAKENHI

Powered by NII kakenhi