4.7 Article

Crack-tip-opening-displacement-based description of three-dimensional elastic-plastic crack border fields

期刊

ENGINEERING FRACTURE MECHANICS
卷 231, 期 -, 页码 -

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfracmech.2020.107008

关键词

Elastic-plastic stress intensity factor K delta-Tz; Crack border fields; K delta-Tz-based solution; Geometries and thicknesses; Elastic-plastic fracture problems

资金

  1. National Key Research and Development Program of China [2019YFA0705400]
  2. National Natural Science Foundation of China [51535005]
  3. Research Fund of State Key Laboratory of Mechanics and Control of Mechanical Structures [MCMS-I-0418K01, MCMS-I-0419K01]
  4. Fundamental Research Funds for the Central Universities [NC2018001, NP2019301, NJ2019002]
  5. Priority Academic Program Development of Jiangsu Higher Education Institutions

向作者/读者索取更多资源

Characterization of elastic-plastic crack-tip fields has been great developed in the framework of the classical dominating parameter J-integral, which has a limit of the basic assumptions of small deformation and simple proportional loading. A stable and effective parameter is still a challenge for three-dimensional (3D) elastic-plastic fracture problems. Based on the crack-tip-openingdisplacement (CTOD) conception and out-of-plane stress constraint factor T-z, a new elastic-plastic stress intensity factor K delta-Tz is proposed to dominate the 3D elastic-plastic crack border fields. Detailed 3D finite element simulations are performed for four typical testing specimens, which are the centre-cracked tension specimens, compact specimens, single-edge cracked tension specimens and single-edge-notched bending specimens under three-point bending. It is shown that for specimens with different geometries and thicknesses, K delta-Tz is proven to be more stable than the classical J-integral via the experiment data and simulation results, in which the maximum change in J-integral can be over 340% while the change in K delta-Tz is within 7.78%. Good agreements are obtained between the CTOD-based K delta-Tz description and simulation results for the 3D elastic-plastic crack border stress fields under all the simulated conditions.

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