Damage progression in concrete using acoustic emission test through convex hull visualization

Periodic monitoring and maintenance should be practiced in today's modern infrastructure. Nowadays, most of the infrastructures are made of concrete. A testing method to check the service-ability of concrete materials should be developed without any damage to the structure. One of the promising...

Full description

Saved in:
Bibliographic Details
Main Authors: Ongpeng, Jason Maximino C., Oreta, Andres Winston C., Hirose, Sohichi
Format: text
Published: Animo Repository 2016
Subjects:
Online Access:https://animorepository.dlsu.edu.ph/faculty_research/1337
https://animorepository.dlsu.edu.ph/context/faculty_research/article/2336/type/native/viewcontent
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: De La Salle University
id oai:animorepository.dlsu.edu.ph:faculty_research-2336
record_format eprints
spelling oai:animorepository.dlsu.edu.ph:faculty_research-23362021-06-22T07:52:16Z Damage progression in concrete using acoustic emission test through convex hull visualization Ongpeng, Jason Maximino C. Oreta, Andres Winston C. Hirose, Sohichi Periodic monitoring and maintenance should be practiced in today's modern infrastructure. Nowadays, most of the infrastructures are made of concrete. A testing method to check the service-ability of concrete materials should be developed without any damage to the structure. One of the promising methods of testing concrete is using a nondestructive test through an acoustic emission (AE) test. In this paper, the AE test was used to detect the location of damage inside the specimens in multiscale. The results from the AE test were analyzed and images of the damage progression were obtained using computational geometry - specifically, the convex hull algorithm. The cube specimens were classified into three types: mortar, ordinary concrete, and fiber-reinforced concrete. It was found that the progression of convex hull volume for all mixtures significantly increased on or before 20% compressive load. This indicated that the progression of AE hits in space represented by convex hull was spreading significantly in the cube specimens when low compressive force was applied. After 20% compressive load, the behavior of the change in the progression of volume of convex hull was minimal. Copyright © 2016, American Concrete Institute. All rights reserved. 2016-11-01T07:00:00Z text text/html https://animorepository.dlsu.edu.ph/faculty_research/1337 https://animorepository.dlsu.edu.ph/context/faculty_research/article/2336/type/native/viewcontent Faculty Research Work Animo Repository Concrete—Testing Acoustic emission testing Civil Engineering
institution De La Salle University
building De La Salle University Library
continent Asia
country Philippines
Philippines
content_provider De La Salle University Library
collection DLSU Institutional Repository
topic Concrete—Testing
Acoustic emission testing
Civil Engineering
spellingShingle Concrete—Testing
Acoustic emission testing
Civil Engineering
Ongpeng, Jason Maximino C.
Oreta, Andres Winston C.
Hirose, Sohichi
Damage progression in concrete using acoustic emission test through convex hull visualization
description Periodic monitoring and maintenance should be practiced in today's modern infrastructure. Nowadays, most of the infrastructures are made of concrete. A testing method to check the service-ability of concrete materials should be developed without any damage to the structure. One of the promising methods of testing concrete is using a nondestructive test through an acoustic emission (AE) test. In this paper, the AE test was used to detect the location of damage inside the specimens in multiscale. The results from the AE test were analyzed and images of the damage progression were obtained using computational geometry - specifically, the convex hull algorithm. The cube specimens were classified into three types: mortar, ordinary concrete, and fiber-reinforced concrete. It was found that the progression of convex hull volume for all mixtures significantly increased on or before 20% compressive load. This indicated that the progression of AE hits in space represented by convex hull was spreading significantly in the cube specimens when low compressive force was applied. After 20% compressive load, the behavior of the change in the progression of volume of convex hull was minimal. Copyright © 2016, American Concrete Institute. All rights reserved.
format text
author Ongpeng, Jason Maximino C.
Oreta, Andres Winston C.
Hirose, Sohichi
author_facet Ongpeng, Jason Maximino C.
Oreta, Andres Winston C.
Hirose, Sohichi
author_sort Ongpeng, Jason Maximino C.
title Damage progression in concrete using acoustic emission test through convex hull visualization
title_short Damage progression in concrete using acoustic emission test through convex hull visualization
title_full Damage progression in concrete using acoustic emission test through convex hull visualization
title_fullStr Damage progression in concrete using acoustic emission test through convex hull visualization
title_full_unstemmed Damage progression in concrete using acoustic emission test through convex hull visualization
title_sort damage progression in concrete using acoustic emission test through convex hull visualization
publisher Animo Repository
publishDate 2016
url https://animorepository.dlsu.edu.ph/faculty_research/1337
https://animorepository.dlsu.edu.ph/context/faculty_research/article/2336/type/native/viewcontent
_version_ 1703981012565884928