Markov chain modeling of evolution of strains in reinforced concrete flexural beams

Autor: M. B. Anoop, K. Balaji Rao, N. Lakshmanan, B. K. Raghuprasad
Jazyk: English<br />Spanish; Castilian
Rok vydání: 2012
Předmět:
Zdroj: Materiales de Construccion, Vol 62, Iss 307, Pp 443-453 (2012)
Druh dokumentu: article
ISSN: 0465-2746
1988-3226
DOI: 10.3989/mc.2012.00411
Popis: From the analysis of experimentally observed variations in surface strains with loading in reinforced concrete beams, it is noted that there is a need to consider the evolution of strains (with loading) as a stochastic process. Use of Markov Chains for modeling stochastic evolution of strains with loading in reinforced concrete flexural beams is studied in this paper. A simple, yet practically useful, bi-level homogeneous Gaussian Markov Chain (BLHGMC) model is proposed for determining the state of strain in reinforced concrete beams. The BLHGMC model will be useful for predicting behavior/response of reinforced concrete beams leading to more rational design.
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