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Titlebook: Strain Hardening Cementitious Composites; SHCC5 Minoru Kunieda,Toshiyuki Kanakubo,Koichi Kobayashi Conference proceedings 2023 RILEM 2023 R

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楼主: 挑染
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Utilization of Artificial Geopolymer Aggregates in High-Strength Engineered Cementitious Composites ra-high-strength cementitious matrix, artificial geopolymer aggregates (GPA), and ultra-high-molecular-weight (UHMW) polyethylene (PE) fibers. Apart from short-term characteristics, the long-term mechanical properties of GPA-ECC were evaluated by an accelerated aging test. It was found that GPA coul
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Engineered Geopolymer Composites (EGC) with Ultra-high Strength and Ductility their cement-based counterpart. This study for the first time presents EGC with an ultra-high compressive strength (i.e., over 150 MPa) and an ultra-high tensile ductility (i.e., over 9%) simultaneously. The blended use of fly ash (FA), ground granulated blast slag (GGBS), silica fume, alkali activ
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Fundamental Study on Mechanical Performances of FRCC Using Polypropylene Nanofibers as carbon nanotubes (CNT) and cellulose nanofibers (CNF), has also been proposed for fiber-reinforced concrete and fiber-reinforced cementitious composites (FRCC). The excellent mechanical properties of nanofibers are very potential to improve the FRCC performances. In many previous works, remarkab
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Mechanical Properties of Fiber-Reinforced Cementitious Composites Manufactured Using 3D-Printing Tec 3D-printed elements and subjected to compression, splitting tensile, and bending tests to evaluate the mechanical characteristics of the printed elements. The results of the compression tests showed that the compressive strength of the specimens cored in the vertical direction was 109 MPa and the c
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Comparison Between Experimentally Determined and Theoretical Fiber Orientation Distribution in Straid durability. The crack width of SHCC is mainly governed by the mechanical properties of fibers, interfacial properties between fibers and matrix, the fiber volume fraction as well as fiber orientation distribution. To quantify the effect of these parameters on SHCC behavior, micromechanical models
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