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- W2289343878 abstract "A self-compacting engineered cementitious composite (ECC) was developed by optimizing the micromechanical parameters, which control composite properties in the hardened state, and the processing parameters, which control the rheological properties in the fresh state. In the development concept of self-compacting ECC, micromechanics is adopted to properly select the matrix, fiber, and interface properties to exhibit strain hardening and multiple cracking behavior in the composites. With the selected ingredient materials, the self-compactability of ECC is then realized by the controlled rheological properties of fresh matrix and the uniform dispersion of fibers. The controlled rheological properties of fresh matrix, including deformability, flow rate, and selfcompactability is a result of adopting an optimal combination of a superplasticizer and a viscosity agent. According to the measurements of slump flow and the self-placing test result, the ECC developed in this study is proven to be self-compacting. Flexural tests demonstrate that the mechanical performance of self-compacting ECC is insensitive to the externally applied consolidation during placing. This result confirms the effectiveness of the self-compactability in maintaining the quality of the structural elements. Keyword: self-compacting ECC, fiber, matrix, interface, micromechanics, strain hardening behavior, Hydroxypropylmethylcelluslose (HPMC)" @default.
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- W2289343878 date "1998-01-01" @default.
- W2289343878 modified "2023-09-23" @default.
- W2289343878 title "DEVELOPMENT OF SELF COMPACTING ENGINEERED CEMENTITIOUS COMPOSITES" @default.
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