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Fracture mechanics approach on evaluation of residual strength of structural timbers having a crack which emanates in moisture non-steady state condition

Research Project

Project/Area Number 10660160
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field 林産学
Research InstitutionShizuoka University

Principal Investigator

SOBUE Nobuo  Shizuoka University, Fac. Agriculture, Professor, 農学部, 教授 (50023495)

Co-Investigator(Kenkyū-buntansha) SATOH Kiyoshi  Mie University, Fac. Education, Professor, 教育学部, 教授 (80006444)
Project Period (FY) 1998 – 1999
Project Status Completed (Fiscal Year 1999)
Budget Amount *help
¥3,100,000 (Direct Cost: ¥3,100,000)
Fiscal Year 1999: ¥1,400,000 (Direct Cost: ¥1,400,000)
Fiscal Year 1998: ¥1,700,000 (Direct Cost: ¥1,700,000)
KeywordsWood / Fracture mechanics / Crack / Creep fracture / Moisture steady state / Moisture non-steady state / 水分非定常
Research Abstract

1. Creep and fracture of wood having a crack under humidity steady state
Compact tension specimens designed by an ASTM standard were subjected to tensile stress perpendicular to a crack surface. Sugi and hemlock were used. Creep tests were done under stress levels from 45 % to 85% of maximum load. Crack opening displacement, acoustic emission(AE), clack length, humidity and temperature were measured simultaneously during tests. A life time of a specimen during a creep failure can be estimated by a minimum creep speed of COD during a steady creep stage. Above stress level of 60%, AE was detected frequently at initial creep stage and before catastrophic fracture. A few AE was also detected during steady creep stage. A creep limit was estimated to be below a stress level of 50%, because no AE was detected at this stress level.
2. Creep and fracture of wood having a crack under humidity non-steady state
Creep tests of sugi under natural environmental condition were conducted. Fracture occurred relatively low stress level, below 40%. Crack propagation occurred when high humidity condition continued in such as a rainy day. COD creep curves showed daily cyclic change, however, a mechano-sorptive phenomenon which commonly occurres at a clear wood specimen was not observed. Inner stress induced by moisture absorption increased a stress intensity factor near a crack tip, and it accelerated a crack propagation.
3. Effect of loading speed and modelization by a stress relaxation test
Effect of loading speed on fracture of wood having a crack was tested. Speed effect on load-COD diagram was explained by stress relaxation tests and a modelization using a Maxwell model. A fracture criterion based on elastic component of AE was proposed to characterize a critical condition.

Report

(3 results)
  • 1999 Annual Research Report   Final Research Report Summary
  • 1998 Annual Research Report
  • Research Products

    (3 results)

All Other

All Publications (3 results)

  • [Publications] 小川真貴、祖父江信夫: "き裂を有する木材の破壊に及ぼす負荷速度の影響"木材学会誌. 45(6). 461-470 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] Maki, OGAWAi and Nobuo, SOBUE: "Effect of loading speed of fracture of timbers with a crack"Mokuzai Gakkaishi. 45(6). 461-470 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1999 Final Research Report Summary
  • [Publications] 小川真貴,祖父江信夫: "き裂を有する木材の破壊に及ぼす負荷速度の影響"木材学会誌. 45(6). 461-470 (1999)

    • Related Report
      1999 Annual Research Report

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Published: 1998-04-01   Modified: 2016-04-21  

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