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Download fileMesoscopic investigation of size effect in notched concrete beams: The role of fracture process zone
journal contribution
posted on 2019-07-19, 12:42 authored by Rongxin Zhou, Han-Mei ChenA comprehensive mesoscopic investigation has been conducted into the classic topic of size effect,
using notched plain concrete beams subjected to three-point bending as a test bed. The concrete
beams are modelled as random heterogeneous material containing three components, coarse aggregates, mortar and the interface transition zone. Mesoscopic numerical simulations using a 2D
mesoscale continuum damage-based model, enhanced by a nonlocal treatment, is used to capture
the whole fracture process in concrete materials. Both global and local numerical results are then
examined and verified with relevant experimental evidence from the literature. A stress field interaction theory based on the strip yield model is proposed to interpret the size effect phenomenon and the role of detailed fracture process zone features is discussed accordingly
Funding
The research reported in the paper is partly funded by the Chinese Scholarship Council and the University of Edinburgh through a joint scholarship for the PhD study of the first author.
History
School
- Mechanical, Electrical and Manufacturing Engineering
Published in
Engineering Fracture MechanicsVolume
212Pages
136 - 152Citation
ZHOU, R. and CHEN, H-M., 2019. Mesoscopic investigation of size effect in notched concrete beams: The role of fracture process zone. Engineering Fracture Mechanics, 212, pp. 136 - 152.Publisher
© Elsevier BVVersion
- AM (Accepted Manuscript)
Publisher statement
This paper was accepted for publication in the journal Engineering Fracture Mechanics and the definitive published version is available at https://doi.org/10.1016/j.engfracmech.2019.03.028.Acceptance date
2019-03-16Publication date
2019-03-19Copyright date
2019ISSN
0013-7944Publisher version
Language
- en