Effect of compressive stress in concrete on ultrasonic pulse velocity with different aspect ratios

This study was conducted to explore the effect of compressive stress in concrete on the measured ultrasonic pulse velocity (UPV). Ultrasonic pulse velocities were measured by equipment called PUNDIT and test frame was used to test on the prisms concrete at the stress condition. The UPV values were...

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Main Author: Bong, Mei Lun.
Format: Project Report
Language:English
English
Published: Universiti Malaysia Sarawak, UNIMAS 2010
Subjects:
Online Access:http://ir.unimas.my/7742/
http://ir.unimas.my/7742/1/Effect%20of%20compressive%20stress%20in%20concrete%20on%20ultrasonic%20pulse%20velocity%20with%20different%20aspect%20ratios%2024pgs.pdf
http://ir.unimas.my/7742/2/Effect%20of%20compressive%20stress%20in%20concrete%20on%20ultrasonic%20pulse%20velocity%20with%20different%20aspect%20ratios%20%28full%20text%29.pdf
id unimas-7742
recordtype eprints
spelling unimas-77422015-05-22T00:51:10Z http://ir.unimas.my/7742/ Effect of compressive stress in concrete on ultrasonic pulse velocity with different aspect ratios Bong, Mei Lun. TA Engineering (General). Civil engineering (General) TH Building construction This study was conducted to explore the effect of compressive stress in concrete on the measured ultrasonic pulse velocity (UPV). Ultrasonic pulse velocities were measured by equipment called PUNDIT and test frame was used to test on the prisms concrete at the stress condition. The UPV values were measured at every load steps at 5% increment of the average compressive strength. This study was carried out by the concrete strength ranging from 25 to 30 N/mm2. The prisms with size of 100mm x 100mm x 200mm, 100mm x 100mm x 300mm and 100mm x 100mm x 400mm were used and tests were carried out at the age of 28 days. The tests results of these three prism sizes showed that almost similar characteristics. When the concrete prisms subjected with stress/ strength ratio from ranging 0.00 to 0.05, the UPV value increases slowly by 0.1% to 9%. After this state which is at 0.40 of stress/strength ratio, the UPV values increased rapidly. Under a higher compressive stress of 0.40 stress/ strength or higher, the measured of UPV values decreased rapidly but it greater than the original UPV value around 4% to 19%. The results obtained indicated that the compressive stress on concrete has significant effect on the measured of UPV values, particularly when the state of stress in the concrete is 40% or more of the compressive strength. Universiti Malaysia Sarawak, UNIMAS 2010 Project Report NonPeerReviewed text en http://ir.unimas.my/7742/1/Effect%20of%20compressive%20stress%20in%20concrete%20on%20ultrasonic%20pulse%20velocity%20with%20different%20aspect%20ratios%2024pgs.pdf text en http://ir.unimas.my/7742/2/Effect%20of%20compressive%20stress%20in%20concrete%20on%20ultrasonic%20pulse%20velocity%20with%20different%20aspect%20ratios%20%28full%20text%29.pdf Bong, Mei Lun. (2010) Effect of compressive stress in concrete on ultrasonic pulse velocity with different aspect ratios. [Project Report] (Unpublished)
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Sarawak
building UNIMAS Institutional Repository
collection Online Access
language English
English
topic TA Engineering (General). Civil engineering (General)
TH Building construction
spellingShingle TA Engineering (General). Civil engineering (General)
TH Building construction
Bong, Mei Lun.
Effect of compressive stress in concrete on ultrasonic pulse velocity with different aspect ratios
description This study was conducted to explore the effect of compressive stress in concrete on the measured ultrasonic pulse velocity (UPV). Ultrasonic pulse velocities were measured by equipment called PUNDIT and test frame was used to test on the prisms concrete at the stress condition. The UPV values were measured at every load steps at 5% increment of the average compressive strength. This study was carried out by the concrete strength ranging from 25 to 30 N/mm2. The prisms with size of 100mm x 100mm x 200mm, 100mm x 100mm x 300mm and 100mm x 100mm x 400mm were used and tests were carried out at the age of 28 days. The tests results of these three prism sizes showed that almost similar characteristics. When the concrete prisms subjected with stress/ strength ratio from ranging 0.00 to 0.05, the UPV value increases slowly by 0.1% to 9%. After this state which is at 0.40 of stress/strength ratio, the UPV values increased rapidly. Under a higher compressive stress of 0.40 stress/ strength or higher, the measured of UPV values decreased rapidly but it greater than the original UPV value around 4% to 19%. The results obtained indicated that the compressive stress on concrete has significant effect on the measured of UPV values, particularly when the state of stress in the concrete is 40% or more of the compressive strength.
format Project Report
author Bong, Mei Lun.
author_facet Bong, Mei Lun.
author_sort Bong, Mei Lun.
title Effect of compressive stress in concrete on ultrasonic pulse velocity with different aspect ratios
title_short Effect of compressive stress in concrete on ultrasonic pulse velocity with different aspect ratios
title_full Effect of compressive stress in concrete on ultrasonic pulse velocity with different aspect ratios
title_fullStr Effect of compressive stress in concrete on ultrasonic pulse velocity with different aspect ratios
title_full_unstemmed Effect of compressive stress in concrete on ultrasonic pulse velocity with different aspect ratios
title_sort effect of compressive stress in concrete on ultrasonic pulse velocity with different aspect ratios
publisher Universiti Malaysia Sarawak, UNIMAS
publishDate 2010
url http://ir.unimas.my/7742/
http://ir.unimas.my/7742/1/Effect%20of%20compressive%20stress%20in%20concrete%20on%20ultrasonic%20pulse%20velocity%20with%20different%20aspect%20ratios%2024pgs.pdf
http://ir.unimas.my/7742/2/Effect%20of%20compressive%20stress%20in%20concrete%20on%20ultrasonic%20pulse%20velocity%20with%20different%20aspect%20ratios%20%28full%20text%29.pdf
first_indexed 2018-09-06T15:28:50Z
last_indexed 2018-09-06T15:28:50Z
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