Tensile performance and impact resistance of Strain Hardening Cementitious Composites (SHCC) with recycled fibers

2018 ◽  
Vol 171 ◽  
pp. 566-576 ◽  
Author(s):  
Cong Lu ◽  
Jing Yu ◽  
Christopher K.Y. Leung
2018 ◽  
Vol 107 ◽  
pp. 110-123 ◽  
Author(s):  
Jing Yu ◽  
Jie Yao ◽  
Xiuyi Lin ◽  
Hedong Li ◽  
Jeffery Y.K. Lam ◽  
...  

2020 ◽  
Vol 23 (8) ◽  
pp. 1614-1628 ◽  
Author(s):  
Mohamed H Mahmoud ◽  
Hamdy M Afefy ◽  
Ahmed T Baraghith ◽  
Amira B Elnagar

Impact loading could impair the entire structure or a part of it, thus making the human life at stake. In this study, to improve the impact resistance of reinforced concrete slabs under drop-weight loading, a thin layer of strain-hardening cementitious composites was added at either tension or compression side of the slab. The main parameter of this study was the three contact surface conditions, namely grinding, grinding plus steel dowels, and grinding plus epoxy adhesive, between the substrate slab and the strain-hardening cementitious composites layer. Therefore, 63 reinforced concrete slabs were prepared and tested under the effect of drop-weight falling from three different heights: 1, 1.5, and 2 m. In addition, for comparison purposes, additional seven slabs were tested under central incremental static loading until failure is presented. It was found that the strain-hardening cementitious composites–strengthening layer enhanced the impact and static response of the strengthened slabs when added at either tension or compression side. Besides, to achieve the outermost impact resistance showing ductile performance, it is better to provide a thin layer of the strain-hardening cementitious composites at the tension side of the slab connected to the substrate slab by epoxy resin applied on pre-prepared grinded surface.


2009 ◽  
Vol 15 (31) ◽  
pp. 643-648
Author(s):  
Takatsune KIKUTA ◽  
Hirozo MIHASHI ◽  
Naoya ISHIKAWA ◽  
Hiroshi FUKUYAMA ◽  
JaeHong JEONG

2011 ◽  
Vol 99-100 ◽  
pp. 972-976
Author(s):  
Chun Hong Hu ◽  
Tie Jun Zhao ◽  
Tao Rong

Strain Hardening Cementitious Composites (SHCC) varied with mixture proportion was preparated with normal engineering materials in our area, tensile performance of dumbbell specimens under uniaxial tensile load was experimentally investigated in this paper, and tensile stress versus strain curves as well as crack development of SHCC with different mixture proportion were obtained. The results showed that all specimens had strain-hardening and multiple-cracking characteristics obviously, among them, ultimate tensile strain of No.A and C series could exceed 3%. SHCC with excellent stable tensile performance was preparated based on normal river sand but not quartz sand, which can reduce project cost and promote the application and development of SHCC in practical engineering.


2021 ◽  
pp. 100775
Author(s):  
Bo-Tao Huang ◽  
Ke-Fan Weng ◽  
Ji-Xiang Zhu ◽  
Yu Xiang ◽  
Jian-Guo Dai ◽  
...  

1995 ◽  
Vol 28 (10) ◽  
pp. 586-595 ◽  
Author(s):  
Victor C. Li ◽  
Dhanada K. Mishra ◽  
Hwai-Chung Wu

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