New test method for obtaining softening response of unnotched concrete specimen under uniaxial tension

Author:

Li Z.,Kulkarni S. M.,Shah S. P.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Aerospace Engineering

Reference10 articles.

1. Evans, R.H. andMarathe, M.S., “Microcracking and Stress-strain Curves for Concrete in Tension,”Mat. and Struct, Research and Testing, RILEM, Paris,1 (1),61–64 (Jan./Feb.1968).

2. Petersson, P.-E., “Crack Growth and Development of Fracture Zones in Plain Concrete and Similar Materials,” Rep. No. TVBM-1006, Lund Inst. of Tech., 174 (Dec. 1981).

3. Schorn, H. and Berger-Bocker, T., “Test Method for Determining Process Zone Position and Fracture Energy of Concrete,” Experimental Techniques,29–33 (June 1989).

4. Gopalaratnam, V.S. and Shah, S.P., “Softening Response of Plain Concrete in Direct Tension,” ACI J., 310–323 (May/June 1985).

5. Li, V.C., Chan, C.M. and Leaung, C., “Experimental Determination of the Tension Softening Relations for Cementitious Composites,” Cement and Concrete Res., 441–452 (1993).

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