Markov chain modeling of evolution of strains in reinforced concrete flexural beams
Data(s) |
2012
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Resumo |
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. |
Formato |
application/pdf |
Identificador |
http://eprints.iisc.ernet.in/45332/1/mat_de_con_62_307_2012.pdf Anoop, MB and Rao, Balaji K and Lakshmanan, N and Raghuprasad, BK (2012) Markov chain modeling of evolution of strains in reinforced concrete flexural beams. In: MATERIALES DE CONSTRUCCION, 62 (307). pp. 443-453. |
Publicador |
INST CIENCIAS CONSTRUCCION EDUARDO TORROJA |
Relação |
http://www.doaj.org/doaj?func=abstract&id=1150886&recNo=10&toc=1&uiLanguage=en http://eprints.iisc.ernet.in/45332/ |
Palavras-Chave | #Civil Engineering |
Tipo |
Journal Article PeerReviewed |