Analysis of Acoustic Emission Cumulative Signal Strength of Steel Fibre Reinforced Concrete (SFRC) Beams Strengthened with Carbon Fibre Reinforced Polymer (CFRP)

被引:1
|
作者
Hakeem, Abdul Z. [1 ]
Noorsuhada, M. N. [2 ]
Azmi, I [1 ]
Syafeekha, Noor M. S. [2 ]
Noor, Soffian M. S. [2 ]
机构
[1] Univ Teknol MARA, Fac Civil Engn, Shah Alam 40450, Selangor Darul, Malaysia
[2] Univ Teknol MARA Pulau Pinang, Fac Civil Engn, Jalan Permatang Pauh, Permatang Pauh 13500, Pulau Pinang, Malaysia
关键词
DAMAGE;
D O I
10.1063/1.5010503
中图分类号
O59 [应用物理学];
学科分类号
摘要
In this study, steel fibre reinforced concrete (SFRC) beams strengthened with carbon fibre reinforced polymer (CFRP) were investigated using acoustic emission (AE) technique. Three beams with dimension of 150 mm width, 200 mm depth and 1500 mm length were fabricated. The results generated from AE parameters were analysed as well as signal strength and cumulative signal strength. Three relationships were produced namely load versus deflection, signal strength versus time and cumulative signal strength with respect to time. Each relationship indicates significant physical behaviour as the crack propagated in the beams. It is found that an addition of steel fibre in the concrete mix and strengthening of CFRP increase the ultimate load of the beam and the activity of signal strength. Moreover, the highest signal strength generated can be identified. From the study, the occurrence of crack in the beam can be predicted using AE signal strength.
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页数:6
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