Show simple item record

contributor authorHolger Diederich
contributor authorThomas Vogel
date accessioned2017-12-16T09:06:01Z
date available2017-12-16T09:06:01Z
date issued2017
identifier other%28ASCE%29IS.1943-555X.0000306.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238516
description abstractReinforcement bars in concrete are exposed to several actions, such as overloading, fatigue, and corrosion. These actions can lead to a deterioration of the reinforcement bars. However, only advanced stages of damage in the reinforcement will be visible at the surface. Since no suitable commercial nondestructive methods are available yet, the concrete cover must be removed if damage is suspected. The magnetic flux leakage method is a promising approach to solving this problem. A measuring device was developed that enables the simultaneous magnetization of the reinforcement and measurement over a width of 20 cm. To support the user, a software is in development that allows for immediate evaluation and interpretation of the results. The present project aims at demonstrating the value of the magnetic flux leakage method in particular for bridge evaluation.
publisherAmerican Society of Civil Engineers
titleEvaluation of Reinforcing Bars Using the Magnetic Flux Leakage Method
typeJournal Paper
journal volume23
journal issue1
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)IS.1943-555X.0000306
treeJournal of Infrastructure Systems:;2017:;Volume ( 023 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record