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Modelling the Loss of Steel-Concrete Bonds in Corroded Reinforced Concrete Beams
The existing stochastic models for deterioration of reinforced concrete structures is extended by adding modelling of "loss of bond" due to corrosion between the reinforcement bars and the surrounding concrete. ; The existing stochastic models for deterioration of reinforced concrete structures is extended by adding modelling of "loss of bond" due to corrosion between the reinforcement bars and the surrounding concrete.
Modelling the Loss of Steel-Concrete Bonds in Corroded Reinforced Concrete Beams
The existing stochastic models for deterioration of reinforced concrete structures is extended by adding modelling of "loss of bond" due to corrosion between the reinforcement bars and the surrounding concrete. ; The existing stochastic models for deterioration of reinforced concrete structures is extended by adding modelling of "loss of bond" due to corrosion between the reinforcement bars and the surrounding concrete.
Modelling the Loss of Steel-Concrete Bonds in Corroded Reinforced Concrete Beams
Thoft-Christensen, Palle (author) / Frangopol, Dan M. / Kawatani, Mitsuo / Kim, Chul-Woo
2007-01-01
Thoft-Christensen , P 2007 , Modelling the Loss of Steel-Concrete Bonds in Corroded Reinforced Concrete Beams . in D M Frangopol , M Kawatani & C-W Kim (eds) , Reliability and Optimization of Structural Systems : Assessment, Design and Life-Cycle Performance : Proceedings of the Thirteenth IFIP WG 7.5 Working Conference on Reliability and Optimization of Structural Systems, Kobe, Japan, October 11-14,2006 . Marcel Dekker , pp. 233-239 , IFIP WG 7.5 Working Conference on Reliability and Optimization of Structural Systems , Kobe , Japan , 11/10/2006 .
Article (Journal)
Electronic Resource
English
DDC:
624
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