Markov Chain Model for Cracking Behavior of Reinforced Concrete Beams

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...

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Bibliographic Details
Published in:Journal of structural engineering (New York, N.Y.) N.Y.), 1989-09, Vol.115 (9), p.2129-2144
Main Authors: Desayi, Prakash, Rao, K. Balaji
Format: Article
Language:English
Subjects:
Applied sciences
Building structure
Buildings. Public works
Concretes. Mortars. Grouts
Construction (buildings and works)
Exact sciences and technology
Materials
Reinforced concrete
Reinforced concrete structure
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Summary: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.
ISSN:0733-9445
1943-541X
DOI:10.1061/(ASCE)0733-9445(1989)115:9(2129)