Markov Chain Model for Cracking Behavior of Reinforced Concrete Beams
Publication: Journal of Structural Engineering
Volume 115, Issue 9
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.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 115 • Issue 9 • September 1989
Pages: 2129 - 2144
Copyright
Copyright © 1989 ASCE.
History
Published online: Sep 1, 1989
Published in print: Sep 1989
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