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contributor authorM. Di Benedetti
contributor authorG. Loreto
contributor authorF. Matta
contributor authorA. Nanni
date accessioned2017-05-08T21:57:22Z
date available2017-05-08T21:57:22Z
date copyrightSeptember 2014
date issued2014
identifier other%28asce%29mt%2E1943-5533%2E0000996.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67355
description abstractThe main cause of degradation for reinforced concrete (RC) structures is the corrosion of the steel reinforcement. Laboratory tests aimed at studying durability are typically accelerated to provide usable results within a reasonable period of time, and well-established electrochemical techniques are used for the assessment of corrosion. However, because these techniques are not suitable for continuous monitoring and are often intrusive, nondestructive testing (NDT) techniques are also suitable for monitoring. Acoustic emission (AE) is one of the NDT techniques used to detect the onset and progression of corrosion. This paper presents an accelerated corrosion test setup and AE monitoring methodology based on the historic index,
publisherAmerican Society of Civil Engineers
titleAcoustic Emission Historic Index and Frequency Spectrum of Reinforced Concrete under Accelerated Corrosion
typeJournal Paper
journal volume26
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000954
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 009
contenttypeFulltext


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