Double-K fracture criterion can also describe the cracking process of steel fiber reinforced concrete well since the crack go through three stages: the stage of crack arises, expand stage, break stage.Stress intensity factor cased by bridging stress and the net…
Double-K fracture criterion can also describe the cracking process of steel fiber reinforced concrete well since the crack go through three stages: the stage of crack arises, expand stage, break stage.Stress intensity factor cased by bridging stress and the net stress intensity factor were given based on the hypothesis of linear asymptotic superposition.Analytical expression and a approximation algorithm for double-K fracture parameters was given as well as the crack length at a expand stage.According to the formulas offered in the paper,a new crack extension resistance theory were proposed .In the new theory ,both of the cohesive force and the bridging stress were taken inio account.The theory agrees with data from published.Three-point bending experimental studies were un carried out.Results show a linear increase in the with volume ratio ,but it not occurred to the K IS ini .The result was in good agreement with theory.