Simplified Inverse Method for Determining the Tensile Strain Capacity of Strain Hardening Cementitious Composites

Author:

Qian Shunzhi1,Li Victor C.1

Affiliation:

1. Department of Civil and Environmental engineering, University of Michigan, USA.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference16 articles.

1. JCI-S-003-2005. (2005). “Method of test for bendingmoment-curvature curve of fiber reinforced cementitious composites.” Japan Concrete Institute Standard, 7.

2. Kanakubo, T. (2006). “Tensile characteristics evaluation method for DFRCC.” Journal of Advanced Concrete Technology, 4 (1), 3-17.

3. Kanda, T., Kanakubo, T., Nagai, S. and Maruta, M. (2006). “Technical consideration in producing ECC Pre-cast structural element.” Proceedings of International RILEM workshop on HPFRCC in structural applications, Published by RILEM SARL, 229-242.

4. Kanda, T., Saito, T., Sakata, N. and Hiraishi, M. (2002). “Fundamental properties of direct sprayed ECC.” Proceedings of the JCI International Workshop on Ductile Fiber Reinforced Cementitious Composites (DFRCC) - Application and Evaluation (DRFCC-2002), Takayama, Japan, 133-142.

5. Li, V. C. (2005). “Engineered cementitious composites.” Proceedings of ConMat'05, Vancouver, Canada, August 22-24, CD-documents/1-05/SS-GF-01_FP.pdf.

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