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contributor authorRafal Anay
contributor authorAbram Lane
contributor authorDavid V. Jáuregui
contributor authorBrad D. Weldon
contributor authorVafa Soltangharaei
contributor authorPaul Ziehl
date accessioned2022-01-30T19:19:46Z
date available2022-01-30T19:19:46Z
date issued2020
identifier other%28ASCE%29CF.1943-5509.0001440.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265079
description abstractAcoustic emission (AE) data were investigated to better understand damage conditions in a three-span prestressed concrete girder bridge during a load test. The innovation lies in classification of crack extensions (stable or unstable) during the loading and holding processes. The gap in current literature addressed is a shortage of data and findings on bridges in operation and having inclined cracks. This manuscript addresses processing of AE signals recorded by piezoelectric sensors attached on two interior girders toward the obtuse corner of the bridge while under loading. Results showed indications of crack propagation beyond the existing cracks during both loading and load holds. Damage classification procedures based on AE data recorded during one loading and holding step are discussed. Shear strength analysis using modified compression field theory (MCFT) was performed to place the results in the context of potential overloads.
publisherASCE
titleOn-Site Acoustic-Emission Monitoring for a Prestressed Concrete BT-54 AASHTO Girder Bridge
typeJournal Paper
journal volume34
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001440
page04020034
treeJournal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 003
contenttypeFulltext


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