Modeling of Time to Corrosion-Induced Cover Cracking in Reinforced Concrete Structures

By K. Bhargava, Ashish Ghosh, Y. Mori, S. Ramanujam. 2005

195 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Materials Chemistry

View Paper: https://www.semanticscholar.org/paper/1ab571fcba495ad03345fa77949ef17e0288da22

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. V. Papadakis
2. C. Apostolopoulos

In Civil and Structural Engineering

1. C. Apostolopoulos
2. V. Papadakis
3. Jorge de Brito
4. S. Tsimas
5. L. Evangelista

In Materials Chemistry

1. V. Papadakis
2. C. Apostolopoulos

Citations in the corpus

• Consequences of steel corrosion on the ductility properties of reinforcement bar (2008, methodology): “For example, an analytical model is proposed [18] to evaluate the reduction in bond strength as a function of reinforcement corrosion, and an attempt has also been made to evaluate the flexural strength of RC beams with corroding reinforcement failing in bond.”
• On the penetration of corrosion products from reinforcing steel into concrete due to chloride-induced corrosion (2010, unknown): “[13, 14]) although without any experimental verification.”