1. Experimental study of fracture properties of concrete matrix materials.
- Author
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ZHU Yu, XU Shi-lang, and ZHAO Jin
- Subjects
ADHESIVE cements ,HYDRAULIC engineering ,REINFORCED concrete ,FRACTURE mechanics ,BRITTLENESS - Abstract
The fracture properties of cement paste and mOrtar which are two most basal matrix materials of concrete were studied using three groups of three-point bending beams with different sizes and strengths. A complete P-CMOD curve was directly obtained, and the initial cracking load was determined. The experimental results show that the resistance to crack propagation in matrix is enhanced due to sand aggregate in the matrix, even though the grain size used is very small. Cement paste is not an ideal brittle material, an apparent stable crack propagation before unstable failure is observed in cement paste, and this stable stage is shortened with the compressive strength increasing. The larger the size is, the earlier the crack initiation is, and the longer the stable crack propagation stage becomes. Therefore, based on the hydraulic engineering concrete fracture testing specification, the double-K fracture parameters were calculated for cement paste and mortar. The discussion on the obtained results was made. [ABSTRACT FROM AUTHOR]
- Published
- 2011