Journal
THEORETICAL AND APPLIED FRACTURE MECHANICS
Volume 96, Issue -, Pages 699-706Publisher
ELSEVIER SCIENCE BV
DOI: 10.1016/j.tafmec.2017.10.009
Keywords
Fracture mechanics; Concrete; Fracture toughness; Crack initiation; T-stress
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Funding
- National Basic Research Program of China (973 Program) [2015CB057703]
- Creative Research Groups of the National Natural Science Foundation of China [51121005]
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The mixed-mode stress intensity factors (SIFs) and T-stress for different geometries of four-point bending specimens were calculated by means of finite element analysis through a software suite Abaqus, where the influence of the crack length, loading point and crack location were considered. Thereafter, a series of four-point bending tests were re-interpreted to account for the consequences of the T-stress on the initial fracture of concrete, where a generalized maximum tangential stress (MTS) criterion was employed. The results indicate that the inclusion of T-stress is essential to predict a more realistic initial fracture toughness of concrete subjected to mixed-mode I/II loading.
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