Determination of fracture toughness parameter of quasi-brittle materials with laboratory-size specimens |
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Authors: | C. K. Y. Leung V. C. Li |
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Affiliation: | (1) Department of Civil Engineering, Massachusetts Institute of Technology, 02139 Cambridge, MA |
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Abstract: | An experimental technique based on four-point bend specimens has been developed for indirect determination of the tension-softening curve, which is suggested to be a sizeindependent fracture parameter for quasi-brittle materials. The technique was applied to fibrereinforced mortar. Good agreement between results from this indirect test and those from the direct tension test was obtained. |
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