کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
259727 503641 2011 16 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Prediction of corrosion-induced cover cracking in reinforced concrete structures
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
Prediction of corrosion-induced cover cracking in reinforced concrete structures
چکیده انگلیسی

Usually, the time of repair/replacement of reinforced concrete structures due to corrosion is controlled by cracking of the concrete cover. Thus, it is important to be able to predict with sufficient accuracy the time from corrosion initiation to crack formation in the concrete cover. The paper presents a critical overview of existing empirical, analytical and numerical models for predicting the time to corrosion-induced cover cracking. A simple nonlinear finite element (FE) is then formulated and validated. The FE model is employed to investigate inaccuracies of analytical models arising due to simplified formulation of the nonlinear behaviour of concrete and inability to account for actual location of corroding reinforcing bars. Recommendations on the applicability of analytical models are provided. Finally, the FE model is used to estimate the amount of corrosion products penetrating into concrete pores and microcracks since this amount is an essential parameter for analytical and numerical models.

Research highlights
► Different methods of numerical modelling the rebar steel corrosion are examined.
► Numerical modelling is employed to investigate inaccuracy of analytical models.
► Effect of the location of a corroding rebar on concrete cover cracking is studied.
► Recommendations on the applicability of analytical models are provided.
► Thickness of porous zone around a rebar is larger than previously estimated.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 25, Issue 4, April 2011, Pages 1854–1869
نویسندگان
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