Show simple item record

contributor authorRafal Anay
contributor authorTamara M. Cortez
contributor authorDavid V. Jáuregui
contributor authorMohamed K. ElBatanouny
contributor authorPaul Ziehl
date accessioned2017-12-16T09:19:56Z
date available2017-12-16T09:19:56Z
date issued2016
identifier other%28ASCE%29CF.1943-5509.0000810.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241538
description abstractAcoustic emission was used in this study to assess the condition of a simple-span, prestressed concrete bridge located in southern New Mexico during a proof test. The 40-year-old bridge is county owned and no design plans were available. Acoustic emission (AE) data were collected under several loading conditions from two groups of sensors placed near the support and midspan of an interior double-tee beam. Strain measurements were also taken at midspan and used to direct the test and determine the maximum loading. AE data analysis methods were applied to evaluate the response of the structure under increasing loads and to develop crack maps. Analysis of the AE data showed signs of internal beam microcrack development near the supports (shear region) as well as in the midspan (moment region). The AE data indicated that damage in the form of crack growth was more prevalent in the region near the supports.
publisherAmerican Society of Civil Engineers
titleOn-Site Acoustic-Emission Monitoring for Assessment of a Prestressed Concrete Double-Tee-Beam Bridge without Plans
typeJournal Paper
journal volume30
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000810
treeJournal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record