NDLI: Modeling the flexural carrying capacity of corroded RC beam

Content Provider	Springer Nature Link
Author	Wang, Xiao hui Liu, Xi la
Copyright Year	2008
Abstract	Considering the change of bond strength between corroded steel and concrete, flexural carrying capacity of corroded reinforced concrete (RC) beam was calculated. On the basis of the condition of equilibrium of forces and compatibility of deformations for the whole beam, a model for the prediction of flexural carrying capacity of the corroded RC beam was proposed. Comparison of the model’s predictions with the experimental results published in the literature shows the practicality of the proposed method.
Starting Page	129
Ending Page	135
Page Count	7
File Format	PDF
ISSN	10071172
Journal	Journal of Shanghai Jiaotong University (Science)
Volume Number	13
Issue Number	2
e-ISSN	19958188
Language	English
Publisher	Shanghai Jiaotong University Press
Publisher Date	2008-05-09
Publisher Place	Heidelberg
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	bond strength flexural capacity mechanical behavior corroded reinforced concrete beam Life Sciences Architecture Computer Science Materials Science Electronic and Computer Engineering
Content Type	Text
Resource Type	Article
Subject	Multidisciplinary

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Modeling the flexural carrying capacity of corroded RC beam