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Influence of Water Stability on Bond Performance Between Magnesium Phosphate Cement Mortar and Steel Fibre
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作者 Hu Feng Guanghui Liu +3 位作者 Jiansong Yuan M.Neaz Sheikh Lu Feng Jun Zhao 《Structural Durability & Health Monitoring》 EI 2019年第1期105-121,共17页
The fibre pullout test was conducted to investigate the influence of the water stability on the bond behaviour between the Magnesium phosphate cement(MPC)matrix and the steel fibre.The composition of the MPC-matrix an... The fibre pullout test was conducted to investigate the influence of the water stability on the bond behaviour between the Magnesium phosphate cement(MPC)matrix and the steel fibre.The composition of the MPC-matrix and the immersion age of the specimens are experimentally investigated.The average bond strength and the pullout energy are investigated by analysing the experimental results.In addition,the microscopic characteristics of the interface transition zone are investigated using scanning electron microscopy(SEM).The experimental results showed that the bond performance between the MPC-matrix and the steel fibre decreased significantly with the increase of the duration of immersion in water.The average bond strength between the steel fibre and the MPC-matrix reduced by more than 50%when the specimens were immersed in the water for 28 days.The effect of the water on the interface between the steel fibre and the MPC-matrix was found to be more significant compared to the composition of the MPC-matrix.In addition,the MgO-KH2PO4 mole ratio of the MPC significantly influenced the water stability of the interface zone between the steel fibre and MPC-matrix. 展开更多
关键词 Steel fibre PULLOUT water stability magnesium phosphate cement bond behaviour
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Thermal Effects on Bond Properties of GFRP Rebars Embedded in Concrete
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作者 Radhouane Masmoudi Abdelmonem Masmoudi +1 位作者 Atef Daoud Mongi Ben Ouezdou 《Journal of Civil Engineering and Architecture》 2010年第3期1-5,共5页
This paper presents the results of an experimental study on the thermal effects on glass fibre reinforced polymer (GFRP) bars embedded in concrete. The pullout test specimens were subjected to temperatures of 40℃,... This paper presents the results of an experimental study on the thermal effects on glass fibre reinforced polymer (GFRP) bars embedded in concrete. The pullout test specimens were subjected to temperatures of 40℃, 60℃ and 80℃ during a continuous four months-period of time. The results were compared to the reference specimens (room temperature). It was found that up to 60℃, the loss in bond strength due to the temperature is not significant, whereas for the 80℃-temperature a reduction of 14% in the bond strength is observed. Also, the bond-slip relationship was modelled using the CMR-model and new coefficients are proposed for the bond-slip behaviour of GFRP bars. 展开更多
关键词 Ageing bond behaviour CONCRETE glass fibre reinforced polymer (GFRP) pullout tests.
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