Effect of fiber content variation on the strength of the weakest section in Strain Hardening Cementitious Composites (SHCC)-Reference-Cited by-同舟云学术

Effect of fiber content variation on the strength of the weakest section in Strain Hardening Cementitious Composites (SHCC)

Published:2017-06 Issue: Volume:141 Page:253-258
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Lu Cong,Leung Christopher K.Y.

Funder

Hong Kong Research Grant Council through GRF

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

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2. Conditions for pseudo strain-hardening in fiber reinforced brittle matrix composites;Li;Appl. Mech. Rev.,1992

3. V.C. Li, Engineered cementitious composites – Tailored composites through micromechanical modeling, in: A.B, N. Banthia, A. and A. Mufti (Ed.) Fiber Reinforced Concrete: Present and the Future Canadian Society for Civil Engineering, Montreal, 1998, pp. 74–97.

4. On engineered cementitious composites (ECC);Li;J. Adv. Concr. Technol.,2003

5. Theory of multiple fracture of fibrous composites;Aveston;J. Mater. Sci.,1973

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