Title: Markov Chain Model for Cracking Behavior of Reinforced Concrete Beams
Abstract: In this paper, nonhomogeneous Markov chains are proposed for modeling the cracking behavior of reinforced concrete beams subjected to monotonically increasing loads. The model facilitates prediction of the maximum crackwidth at a given load given the crackwidth at a lower load level, and thus leads to a better understanding of the cracking phenomenon. To illustrate the methodology developed, the results of three reinforced concrete beams tested in the laboratory are analyzed and presented.
Publication Year: 1989
Publication Date: 1989-09-01
Language: en
Type: article
Indexed In: ['crossref']
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Cited By Count: 11
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