Influence of steel–concrete interface defects induced by top-casting on development of chloride-induced corrosion in RC beams under sustained loading

2016 ◽  
Vol 49 (12) ◽  
pp. 5169-5181 ◽  
Author(s):  
Linwen Yu ◽  
Raoul François ◽  
Richard Gagné
Keyword(s):  
Rc Beams ◽  
Interface Defects ◽  
Chloride Induced Corrosion ◽  
Sustained Loading ◽  
Concrete Interface

Characterisation of the steel concrete interface submitted to chloride-induced-corrosion

2012 ◽  
Vol 64 (3) ◽  
pp. 185-194 ◽  
Author(s):  
V. L'Hostis ◽  
E. Amblard ◽  
W. Guillot ◽  
C. Paris ◽  
L. Bellot-Gurlet
Keyword(s):  
Chloride Induced Corrosion ◽  
Concrete Interface

scholarly journals Stochastic Analysis of Flexural Strength of RC Beams Subjected to Chloride Induced Corrosion

2015 ◽  
Vol 18 (6) ◽  
pp. 1224-1241 ◽  
Author(s):  
Parammal Vatteri Ahsana ◽  
Kanchi Balaji Rao ◽  
Madambikattil Bharathan Anoop
Keyword(s):  
Flexural Strength ◽  
Stochastic Analysis ◽  
Rc Beams ◽  
Chloride Induced Corrosion

Modeling of Tension-Stiffening Behavior of Reinforced Concrete Beams

2011 ◽  
Vol 368-373 ◽  
pp. 2098-2102
Author(s):  
Te Hung Liu ◽  
How Ji Chen ◽  
Chung Ho Huang ◽  
Shu Ken Lin
Keyword(s):  
Concrete Beams ◽  
Reinforced Concrete Beams ◽  
Rc Beams ◽  
Local Behavior ◽  
Tension Stiffening ◽  
Bond Slip ◽  
Proposed Model ◽  
The Mean ◽  
Concrete Interface ◽  
Good Agreement

A model is proposed to analyze the tension-stiffening behavior of RC beams. The model takes into account the constitutive laws of constituent materials and the bond-slip relationship at the steel-concrete interface so that reliable responses of the RC beams in the post-cracking range can be obtained. It also allows the local behavior of RC beams to be studied in details due to the bond interaction between steel and concrete. Finally, the model capabilities are employed to analyze own experimental results. The midspan deflection and the mean steel strain of RC beams, computed with the proposed model, seem to be in good agreement with those measured in the tests.

Deflection of Cracked RC Beams under Sustained Loading

2000 ◽  
Vol 126 (6) ◽  
pp. 708-716 ◽  
Author(s):  
Jianguo Nie ◽  
Chun S. Cai
Keyword(s):  
Rc Beams ◽  
Sustained Loading

The effect of CFRP and CFRP/concrete interface models when modelling retrofitted RC beams with FEM

2010 ◽  
Vol 92 (6) ◽  
pp. 1391-1398 ◽  
Author(s):  
Yasmeen Taleb Obaidat ◽  
Susanne Heyden ◽  
Ola Dahlblom
Keyword(s):  
Rc Beams ◽  
Interface Models ◽  
Concrete Interface
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