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author:

Xie, J. (Xie, J..) [1] | Zhang, R. (Zhang, R..) [2] | Liu, T. (Liu, T..) [3] | Zhou, C. (Zhou, C..) [4] | Gu, T. (Gu, T..) [5] | Chen, B. (Chen, B..) [6] | Chen, Y. (Chen, Y..) [7] | Jia, L.-J. (Jia, L.-J..) [8]

Indexed by:

Scopus

Abstract:

This paper investigates growth of random polyhedral voids (RPVs) in structural steel, which is a critical stage for ductile fracture of steel. An in-situ high-resolution μXCT experiment shows that most micro-voids in structural steels can be characterized by RPVs. In this study, a micromechanical representative volume element (RVE) model containing an RPV was established with periodic boundary conditions. Comparison of RPV growths with spherical and elliptical void growths was conducted for model validation. On this basis, effects of geometric parameters of the RPV on void growth were analyzed through Python-based parametric modeling in ABAQUS with respect to the aspect ratio, orientation, sphericity, initial void volume fraction, respectively. The results found that growth of the RPV decreases with an increasing initial aspect ratio of the RPV. Growth of the RPV increases as the initial sphericity of RPV decreases. When the initial orientation of RPV tends to be perpendicular to the main tensile direction, a greater void growth will be obtained. The initial volume fraction of RPV has a minor effect on void growth compared with the other geometric parameters. For engineering application, accurate and simplified formulae were proposed to evaluate growth of microscopic RPVs, respectively. © 2022

Keyword:

Random polyhedral void RVE Stress triaxiality Structural steel Void growth

Community:

  • [ 1 ] [Xie, J.]Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, Shanghai, 200092, China
  • [ 2 ] [Zhang, R.]Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, Shanghai, 200092, China
  • [ 3 ] [Liu, T.]Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, Shanghai, 200092, China
  • [ 4 ] [Zhou, C.]Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, Shanghai, 200092, China
  • [ 5 ] [Gu, T.]Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, Shanghai, 200092, China
  • [ 6 ] [Chen, B.]Key Laboratory of Advanced Civil Engineering Materials (Ministry of Education), School of Materials Science and Engineering, Tongji University, Shanghai, 201804, China
  • [ 7 ] [Chen, Y.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 8 ] [Jia, L.-J.]Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, Shanghai, 200092, China
  • [ 9 ] [Jia, L.-J.]State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China

Reprint 's Address:

  • [Jia, L.-J.]Department of Disaster Mitigation for Structures, China

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Source :

Advances in Engineering Software

ISSN: 0965-9978

Year: 2023

Volume: 175

4 . 0

JCR@2023

4 . 0 0 0

JCR@2023

ESI HC Threshold:32

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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