Damage Assessment using Acoustic Emission on Concrete Beam
Sakhiah Abdul Kudus1, Adiza Jamadin2, Norliyati Mohd Amin3, Nurul Huda Suliman4, Anizahyati Alisibramulisi5

1Sakhiah Abdul Kudus, Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia.
2Adiza Jamadin, Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Selangor, Malaysia.
3Norliyati Mohd Amin, Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Selangor, Malaysia.
4Anizahyati Alisibramulisi, Institute for Infrastructure Engineering and Sustainable (IIESM), UiTM, Shah Alam, Malaysia,
5Nurul Huda Suliman, Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Selangor, Malaysia.
Manuscript received on December 13, 2019. | Revised Manuscript received on December 22, 2019. | Manuscript published on January 10, 2020. | PP: 2977-2981 | Volume-9 Issue-3, January 2020. | Retrieval Number: C9209019320/2020©BEIESP | DOI: 10.35940/ijitee.C9209.019320
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Abstract: The selection of reliable technique for damage assessment is important in civil engineering structure. The present study proposed Acoustic emission (AE) technique by using the fundamental AE parameter to evaluate damage accumulated on Ultra High-Performance Concrete (UHPC) specimens. The UHPC beam with dimension of 515 mm x 98 mm x 98 mm was tested under three-point bending test with stepwise flexural load. In order to detect and to collect the AE data, Micro-SAMOS (μ-SAMOS) digital AE system and R6I sensors type were used while data analyses were carried out using AEwin software. The damage level that take place during increasing static loading on tested concrete beams and the mechanism was successfully evaluated using the AE technique. 
Keywords: Acoustic Emission, Damage Assessment, Concrete.
Scope of the Article: Concrete Structures