1. Determination of fracture parameter and prediction of structural fracture using various concrete specimen types.
- Author
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Guan, Junfeng, Li, Changming, Wang, Juan, Qing, Longbang, Song, Zhikai, and Liu, Zenpeng
- Subjects
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STRUCTURAL failures , *CONCRETE fractures , *FRACTURE toughness testing , *MEASUREMENT of tensile strength , *FRACTURE mechanics , *PEAK load - Abstract
Highlights • Independent f t and K IC can be determined by using various concrete specimens. • Average Δ a fic ≈ 1.0 d max can be assumed for 3-p-b and WS concrete specimens. • Structural failure of concrete can be constructed by using independent f t and K IC. • Safe design diagrams with limits (±15%) can cover all experimental results. • Theoretical specimen size meeting linear elastic fracture mechanics are obtained. • Predicted peak loads using the Δ a fic ≈ 1.0 d max fit experimental peak loads. Abstract Concrete tensile strength and fracture toughness are two important material constants that should be independent of specimen size, geometry or type. In this study, on the basis of the improved boundary effect model, independent tensile strength and fracture toughness of concrete, which are unaffected by the specimen type, were determined by using various specimens, e.g., three-point-bending and wedge-splitting specimens. The concrete structural failure was fully predicted using independent material constants, and the constructed safe design diagrams with upper and lower limits (±15%) can cover all experimental results. The theoretical minimum size of the concrete meeting the linear elastic fracture mechanics were quantified, and the peak loads of concrete specimens were predicted using various average fictitious crack growth length. [ABSTRACT FROM AUTHOR]
- Published
- 2019
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