Experimental Investigation on Relative Crack Length For Fracture Toughness of Concrete

Article Preview

Abstract:

The wedge splitting test specimens with three series of different relative crack length were used to study the influences of relative crack length on the fracture toughness of common concrete. The suitable formulation for fracture toughness of concrete with different relative crack length was gotten on comparing between fracture toughness test results and computation results of the model developed from Hu formula.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 146-147)

Pages:

1524-1528

Citation:

Online since:

October 2010

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] M.F. Kaplan. Crack propagation and the fracture of concrete [J]. ACI Journal . 1961, 58 (6) : 590-610.

Google Scholar

[2] LUO Xiao-yong, SHI Yang-hang. Current status and prospects of concrete fracture [J]. Building science research of Sichuan, 2008, 34 (6) : 94-99. (in Chinese).

Google Scholar

[3] Z.P. Bazant. Size effect in blunt fracture: concrete, rock, metal, [J]. Journal of Engineering Mechanics. 1984, 110 (4): 518-535.

DOI: 10.1061/(asce)0733-9399(1984)110:4(518)

Google Scholar

[4] A. Carpinteri, B. Chiaia, G. Ferro. Size effects on nominal tensile strength of concrete structures: multifractality of material ligaments and dimensional transition from order to disorder [J]. Materials and Structures. 1995, 28 (180) : 311-317.

DOI: 10.1007/bf02473145

Google Scholar

[5] K. Duan, X.Z. Hu, F.H. Wittmann. Size effect on fracture resistance and fracture energy of concrete [J]. Materials and Structures. 2003, 36: 74-80.

DOI: 10.1007/bf02479520

Google Scholar

[6] Xiao-Zhi Hu. An asymptotic approach to size effect on fracture toughness and fracture energy of composites [J]. Engineering Fracture Mechanics. 2002, 69: 555-564.

DOI: 10.1016/s0013-7944(01)00102-3

Google Scholar

[7] XU Shi-lang. ZHAO Guo-fan. Concrete Fracture Mechanics [M]. Dalian: Dalian University of Technology Press, 1991. (in Chinese).

Google Scholar

[8] XU Shi-lang, Budan, Zhang Xiu-Fang. Different size wedge-type compact tension specimen pairs of experimental determination of K fracture parameters [J]. Civil Engineering Journal, 2008, 41 (2): 70-76. (in Chinese).

Google Scholar

[9] ZHANG Xiu-fang, XU Shi-lang, Gao Hongbo. Concrete wedge splitting tensile specimen pairs of superimposed K fracture parameters calculation and boundary effect [J]. Journal of Dalian University of Technology, 2006, 46 (6) : 867-874. (in Chinese).

Google Scholar