A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Modelling the Stiffness Reduction of Corroded Reinforced Concrete Beams after Cracking
Modelling the Stiffness Reduction of Corroded Reinforced Concrete Beams after Cracking
Modelling the Stiffness Reduction of Corroded Reinforced Concrete Beams after Cracking
Castel, A. (author) / Coronelli, D. (author) / Francois, R. (author) / Cleland, D. (author) / Andrade, C. / Mancini, G. / International Union of Testing and Research Laboratories for Materials and Structures
Joint fib-RILEM workshop; Modelling of corroding concrete structures ; 2010 ; Madrid
2011-01-01
12 pages
Includes bibliographical references and index
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Modelling the loss of steel-concrete bonds in corroded reinforced concrete beams
| British Library Conference Proceedings | 2007
Effect of main steel corrosion on the stiffness of corroded reinforced concrete beams
| British Library Conference Proceedings | 2008
Modelling the Loss of Steel-Concrete Bonds in Corroded Reinforced Concrete Beams
| BASE | 2007
Flexural strength of corroded reinforced concrete beams
| Online Contents | 2010