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- W2378829257 abstract "Based on the fictitious crack model and Critical crack tip opening displacement CTODc, the precritical crack propagation length △a_c. of concrete was determined by means of three point bending beams. According to the calculation value of △a_c, the effective fracture toughness K~un_Ic of concrete was evaluated. It is shown that △~a_c increases with the increase of the concrete specimen size, but K~ini_Ic and K~un_Ic are size-independent and can be considered as fracture parameters of concrete. It is also found that the linear elastic fracture toughness criteria are applicable to the crack evaluation of concrete structures." @default.
- W2378829257 created "2016-06-24" @default.
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- W2378829257 date "2000-01-01" @default.
- W2378829257 modified "2023-09-28" @default.
- W2378829257 title "THT EFFECTIVE FRACTURE TOUGHNESS OF CONCRETE BASED ON FICTITIOUS CRACK MODEL" @default.
- W2378829257 hasPublicationYear "2000" @default.
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