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Bond behaviors between nano-engineered concrete and steel bars
Highlights: Bond characteristics between concrete with nanofiller and steel bars were studied. Adding nanofiller increases interfacial bond strength and reduces steel bar slip. Nanofiller enriches at concrete-steel bar interface due to wall and gravity effect. Modification of nanofiller to interfacial bond results from its nano-core effect. A model of bond-slip between concrete with nanofiller and steel bars is proposed.
Abstract This paper investigated the bond characteristics between eight types of nanofillers modified reactive powder concrete (RPC) and plain steel bars, aiming to explore the modifying mechanisms and establish a bond-slip relationship model for nanofillers modified RPC and steel bar interface. The experimental results indicated that the incorporation of nanofillers can increase the bond strength and reduce the slip between RPC and plain steel bars. It was shown that a 2.15 MPa/20.5% of absolute/relative increase in cracking bond strength, a 1.25 MPa/10.3% of absolute/relative increase in ultimate bond strength, a 2.35 MPa/22.4% of absolute/relative increase in residual bond strength, a 0.592 mm/56.5% of absolute/relative reduction in ultimate bond slip, and a 1.779 mm/52.1% of absolute/relative reduction in residual bond slip were the best achieved due to the addition of various nanofillers. The enhancement of nanofillers on RPC-steel bar interface has been mainly attributed to RPC microstructure improvement, optimization of intrinsic compositions, and elimination of defects in the interface, especially the underside near steel bar, due to the nano-core effect of nanofillers enriched in the interface. In addition, the bond-slip relationship of nanofillers modified RPC-steel bar interface can be accurately described by the proposed model considering an initial branch.
Bond behaviors between nano-engineered concrete and steel bars
Highlights: Bond characteristics between concrete with nanofiller and steel bars were studied. Adding nanofiller increases interfacial bond strength and reduces steel bar slip. Nanofiller enriches at concrete-steel bar interface due to wall and gravity effect. Modification of nanofiller to interfacial bond results from its nano-core effect. A model of bond-slip between concrete with nanofiller and steel bars is proposed.
Abstract This paper investigated the bond characteristics between eight types of nanofillers modified reactive powder concrete (RPC) and plain steel bars, aiming to explore the modifying mechanisms and establish a bond-slip relationship model for nanofillers modified RPC and steel bar interface. The experimental results indicated that the incorporation of nanofillers can increase the bond strength and reduce the slip between RPC and plain steel bars. It was shown that a 2.15 MPa/20.5% of absolute/relative increase in cracking bond strength, a 1.25 MPa/10.3% of absolute/relative increase in ultimate bond strength, a 2.35 MPa/22.4% of absolute/relative increase in residual bond strength, a 0.592 mm/56.5% of absolute/relative reduction in ultimate bond slip, and a 1.779 mm/52.1% of absolute/relative reduction in residual bond slip were the best achieved due to the addition of various nanofillers. The enhancement of nanofillers on RPC-steel bar interface has been mainly attributed to RPC microstructure improvement, optimization of intrinsic compositions, and elimination of defects in the interface, especially the underside near steel bar, due to the nano-core effect of nanofillers enriched in the interface. In addition, the bond-slip relationship of nanofillers modified RPC-steel bar interface can be accurately described by the proposed model considering an initial branch.
Bond behaviors between nano-engineered concrete and steel bars
Wang, Xinyue (author) / Dong, Sufen (author) / Ashour, Ashraf (author) / Ding, Siqi (author) / Han, Baoguo (author)
2021-07-13
Article (Journal)
Electronic Resource
English
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