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- W2349639664 abstract "By using the improving wedge split tensile testing method, the crack of the concrete and the stable development of crack were researched. The samples of 200 mm×200 mm×100 mm under the different prefabrication condition were used. The test results showed that the stable fracture toughness K s Ic obtained by the double parameter model (suggested by S.P. Shah) has nothing to do with the initial crack length a 0. Meanwhile, we found that CTOD c and a e are inversely proportional to a 0. For the conclusion of this paper is almost coincide with three point bending test, it is possible to decide the unstable crack parameter of concrete material through this improving testing method." @default.
- W2349639664 created "2016-06-24" @default.
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- W2349639664 date "1999-01-01" @default.
- W2349639664 modified "2023-09-28" @default.
- W2349639664 title "Study about the Fracture Properties of Concrete Using Wedge split Tensile Test" @default.
- W2349639664 hasPublicationYear "1999" @default.
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