期刊
MAGAZINE OF CONCRETE RESEARCH
卷 72, 期 17, 页码 888-899出版社
ICE PUBLISHING
DOI: 10.1680/jmacr.18.00423
关键词
cracks & cracking; fracture & fracture mechanics; plain concrete
资金
- National Natural Science Foundation of China [51768011, 51408144]
- First Class Subject Foundation of Civil Engineering of Guizhou Province [072017000006]
In order to study the size effect in concrete fracture, three-point bending tests are performed on five groups of geometrically similar concrete beams. The electronic speckle pattern interferometry (ESPI) technique is used to measure the full-field deformation of concrete beams. Crack opening displacement data, which is crucial for understanding crack initiation and the evolution mechanism, but which is not readily available through conventional measurement techniques, is obtained. Fracture parameters of five groups of concrete beams, including the critical crack opening displacements (i.e. CMODc and CTODc) and crack growth lengths (i.e. a(c) and a(e)) at the peak, fracture toughness (K-Ic), fracture energy (G(F)) and nominal strength (sigma(N)), are determined. The influences of beam depth on the fracture parameters of concrete are evaluated and discussed. The results show that the CMODc, CTODc, a(c), a(e), K-Ic and G(F) increase with the increase in beam depth, while sigma(N) has a decreasing trend that follows the size effect law. Size-independent fracture toughness and fracture energy are estimated and proposed.
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