A simplified extreme method for determining double‐K fracture parameters of concrete using experimental peak load. Issue 2 (15th July 2016)

• Record Type: Journal Article
• Authors: Qing, L.B.; Nie, Y.T.; Wang, J; Hu, Y
• Is Part Of: Fatigue & fracture of engineering materials & structures. Volume 40:Issue 2(2017:Feb.)
• Page Start: 254
• Page End: 266
• Publication Date: 2016-07-15
• Subjects: concrete -- three‐point bending beam -- fracture -- double‐K fracture parameters -- extreme method; Materials -- Fatigue -- Periodicals; Fracture mechanics -- Periodicals; 620.1123
• DOI: 10.1111/ffe.12493
• Languages: English
• ISSNs: 8756-758X

Abstract

Abstract: A simplified approach to obtain the double‐ K fracture parameters of concrete for three‐point bending beams was proposed based on the extreme method. With the proposed method, the double‐ K parameters can be easily obtained by the experimental peak load. This method requires fewer parameters or tests than the double‐ K method and the peak load method. It also avoids complicated numerical integral compared with the traditional extreme method. The double‐ K parameters obtained by the proposed method are slightly smaller than those by the double‐ K method, and they do not seem to be influenced by the initial crack length to depth ratio.