Title of article :
A theoretical method for determining initiation toughness based on experimental peak load
Author/Authors :
Qing، نويسنده , , Longbang and Li، نويسنده , , Qingbin، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2013
Abstract :
A theoretical method for determining the initiation toughness was proposed using input conditions of the peak load and the tensile softening curve. In this method, the cohesive stress is considered to calculate the values of critical effective crack length, crack tip opening displacement, and the initiation toughness. The calculated results using the proposed method were compared with those by the double-K method+. The comparison showed that the values obtained by the proposed method were slightly greater than those by the double-K method. Moreover, the calculation results of initiation toughness by the proposed method were verified to be independent of the specimen size and not sensitive to the tensile softening curve.
Keywords :
Initiation toughness , Theoretical method , Peak load , Tensile softening curve , Concrete
Journal title :
ENGINEERING FRACTURE MECHANICS
Journal title :
ENGINEERING FRACTURE MECHANICS