Research on the Influences of Crack-Depth Ratio on Fracture Energy of Ultra-High Performance Cementitious Composites

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Abstract:

For the study of fracture characteristics of ultra-high performance cementitious composites(ECC),16 different sizes of three-point bending beams were made and ultimate load, ultimate deflection and crack mouth opening displacement ,the curve andcurve of ECC were contructed,with the method of fracture work recommendedby RILEM , the external work was respectively calculated by the curve ofand, which determined the fracture energy of ECC.Results show that two kinds of calculation result are roughly equal;The influence of size effect on fracture character was: fracture energy increased with the increasing of the crack-depth ratio, the fracture energy of concrete specimen is the maximum when the crack-depth ratio is 0.4 ; is proportional to the initial crack-depth of the specimen, but there is no relationship betweenand crack-depth ratio. This paper would have great significance for the study of fracture characteristics of ECC.

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1467-1472

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March 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Hillerborg A. The theoretical basis of a method to determine the fracture energy GF of concrete [J] . Materials and Structures, 1985, 18: 291- 296.

DOI: 10.1007/bf02472919

Google Scholar

[2] RILEM Technical Committee 50- FMC. Determinhation of the fracture energy of mortar and concrete by means of threepoint bend tests of notched beams, proposed RILEM draft recommendations [ J] . RILEM, Materials and Structures, 1985, 18( 106) : 285- 290.

DOI: 10.1201/9781482271362-58

Google Scholar

[3] Hillerborg A, Modeer M, Petersson P E. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements[ J] . Cement and Concrete Research, 1976, 6: 773- 782.

DOI: 10.1016/0008-8846(76)90007-7

Google Scholar

[4] LiVC, Wang SX, WuC. Tensile stra in-harden ing behaviour of polyv iny l alcohol eng ineered cem entitio us composite ( PVA-ECC ) [ J]. AC I Mater ia ls Journa l, 2001, 98( 6): 483- 492.

Google Scholar

[5] Redon C, LiVC, Wu C, eta. l Measuring and m od ify ing interface propertie s o f PVA fibers in ECC m atr ix[ J]. Journal of Materials in Civil Engineer ing, 2001, 13( 6): 399- 406.

Google Scholar

[6] Kamada T, L i V C. The effec ts of surface preparation on the fracture behav io r o f ECC/ concre te repa ir system[ J]. C em ent & Concr ete C ompo sites, 2000, 22 ( 6): 423- 431.

Google Scholar