Zobrazeno 1 - 10
of 46
pro vyhledávání: '"M. B. Anoop"'
Autor:
K. Balaji Rao, M. B. Anoop
Publikováno v:
Advances in Bridge Engineering, Vol 3, Iss 1, Pp 1-19 (2022)
Abstract A methodology for performance assessment of prestressed concrete (PSC) girder bridge system, based on strain monitoring in limited number of girders, is proposed in this paper. The methodology uses Polya urn model for determining probabiliti
Externí odkaz:
https://doaj.org/article/fc986ca069a640378192bc1ca0d4a4f0
Publikováno v:
Materiales de Construccion, Vol 62, Iss 307, Pp 443-453 (2012)
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 f
Externí odkaz:
https://doaj.org/article/838ce5fa8a334132970677d392bf1b49
Autor:
Kanchan K. Kole, S. Gautham, Prosenjit Khan, Ripan K. Biswas, Kajari Dasgupta, Ashok K. Mandal, M. B. Anoop, Jiten Ghosh, Saptarshi Sasmal
Publikováno v:
Magazine of Concrete Research. :1-42
Cement hydration has a direct influence on the mechanical and durability properties of concrete. Understanding the formation and evolution of hydration products at atomic scale during different stages of hydration is important in order to engineer th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a438bac9284231a9a2d18e0e1fb21129
https://doi.org/10.1680/jmacr.22.00327
https://doi.org/10.1680/jmacr.22.00327
Publikováno v:
Cement and Concrete Research. 121:21-36
Grid-microindentation tests were conducted to study the effect of fly ash content, water-binder ratio and capillary water on creep of cement paste. Cement paste specimens containing 0%, 20% and 40% fly ash (by weight of binder) were tested at 1, 3, 7
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50029520286a5a48aad138726bf68162
https://doi.org/10.1016/j.cemconres.2019.04.006
https://doi.org/10.1016/j.cemconres.2019.04.006
Publikováno v:
Cement and Concrete Research. 116:284-298
In the present study, microindentation tests are carried out to investigate the creep of cement paste at early ages and beyond, up to 90 days. The effect of capillary water on the creep of cement paste is studied by carrying out microindentation test
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea4ce23802476d169e067c9d34100136
https://doi.org/10.1016/j.cemconres.2018.12.004
https://doi.org/10.1016/j.cemconres.2018.12.004
Publikováno v:
Structural Concrete. 18:733-746
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4cd64539f1a945815e7e8d8aa80a6f01
https://doi.org/10.1002/suco.201600162
https://doi.org/10.1002/suco.201600162
Publikováno v:
Reliability, Safety and Hazard Assessment for Risk-Based Technologies ISBN: 9789811390074
In this present study, chloride ion diffusion into cover concrete is modelled as a sub-diffusion process. A time-fractional partial differential equation is used to describe the sub-diffusion process and the numerical solution of this equation is obt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::898489178b684f1c05428fc5f7ba88ad
https://doi.org/10.1007/978-981-13-9008-1_48
https://doi.org/10.1007/978-981-13-9008-1_48
Publikováno v:
Reliability, Safety and Hazard Assessment for Risk-Based Technologies ISBN: 9789811390074
Design of creep-sensitive concrete structures requires not only prediction of mean values of creep strains but also bounds to account for deviations. Hence, there is a need to understand how mean and deviations of the creep strains from its mean valu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87922e7f72b72aaf64a96ad2481b78cb
https://doi.org/10.1007/978-981-13-9008-1_45
https://doi.org/10.1007/978-981-13-9008-1_45
Autor:
M. B. Anoop, K. Balaji Rao
Publikováno v:
Risk Based Technologies ISBN: 9789811357954
A procedure based on Polya urn model is proposed for the assessment of prestress loss of prestressed concrete (PSC) girders in a bridge system using data from monitoring of strains in a limited number of girders. The procedure integrates: (i) the Pol
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae6a5d2dd803e3f0d3b95857b0d5d309
https://doi.org/10.1007/978-981-13-5796-1_14
https://doi.org/10.1007/978-981-13-5796-1_14
Autor:
M. B. Anoop, K. Balaji Rao
Publikováno v:
Sādhanā. 41:887-899
A methodology for performance evaluation of reinforced concrete bridge girders in corrosive environments is proposed. The methodology uses the concept of performability and considers both serviceability- and ultimate-limit states. The serviceability
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a78e9c3c6d9f99f9ee7f9ad1555bad8
https://doi.org/10.1007/s12046-016-0518-3
https://doi.org/10.1007/s12046-016-0518-3