Behaviour of Strain-Hardening Cement-Based Composites Under High Strain Rates

Author:

Mechtcherine Viktor1,Silva Flávio de Andrade1,Butler Marko1,Zhu Deju2,Mobasher Barzin2,Gao Shang-Lin3,Mäder Edith3

Affiliation:

1. Institute of Construction Materials, TU Dresden, Dresden, Germany.

2. Department of Civil and Environmental Engineering, Arizona State University, Tempe, USA.

3. Leibniz-Institut für Polymerforschung Dresden, Germany.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference18 articles.

1. Banthia, N., Bindiganavile, V. and Mindess, S., (2004). “Impact and blast protection with fiber reinforced concrete.&rdquo

2. In: 6th Rilem Symposium on Fiber Reinforced Concretes - BEFIB, Varenna, Italy, 2004, 31-44.

3. Boshoff, W. P., Mechtcherine, V. and van Zijl, G. P. A. G., (2009). “Characterising the time-dependant behaviour on the single fibre level of SHCC: Part 2: The rate effects on fibre pull-out tests.” Cement and Concrete Research, 39(9), 787-797.

4. Brodowsky, H., Jenschke, W. and Mäder, E., (2009). “Characterization of interphase properties by frequency dependent cyclic loading of single fibre model composites.” Journal of Adhesion Science and Technology, 24, 237-253.

5. Brüdern, A.-E. and Mechtcherine, V., (2010). “Multifunctional use of SAP in Strain-hardening Cement-based Composites.” In: International RILEM Conference on Use of Superabsorbent Polymers and Other New Additives in Concrete, Lyngby, 11-22.

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