A new model for the cracking process and tensile ductility of Strain Hardening Cementitious Composites (SHCC). (January 2016)

• Record Type: Journal Article
• Authors: Lu, Cong; Leung, Christopher K.Y.
• Is Part Of: Cement and concrete research. Volume 79(2016)
• Page Start: 353
• Page End: 365
• Publication Date: 2016-01
• Subjects: SHCC -- Fiber reinforcement (E) -- Micromechanics (C) -- Modeling (E); Cement -- Periodicals; Cement -- Research -- Periodicals; Concrete -- Periodicals; Concrete -- Research -- Periodicals; Ciment -- Périodiques; Béton -- Périodiques; Cement; Concrete; Periodicals; 620.135
• DOI: 10.1016/j.cemconres.2015.10.009
• Languages: English
• ISSNs: 0008-8846

Abstract

Abstract: Strain Hardening Cementitious Composites (SHCC) are materials exhibiting tensile hardening behavior up to several percent strain accompanied by the formation of fine multiple cracks. Their tensile ductility is governed by the spacing and opening of cracks, which depend on the stress transfer between the fibers and the matrix. In this article, a new analytic model which takes into consideration the effects of non-uniform matrix strength, post-cracking increase in fiber bridging stress and fiber rupture on stress transfer and multiple cracking behavior of SHCC is developed. Using material parameters within the range reported in the literature, simulation results can reach reasonable agreement with test data on SHCC for two different fiber contents. The effect of fiber length on tensile behavior of SHCC is then simulated to illustrate the applicability of the model to material design. The new model should be helpful to the micromechanics-based design of SHCC for various ductility requirements.