Zobrazeno 1 - 10
of 21
pro vyhledávání: '"B. K. Raghuprasad"'
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
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811656729
Ancient structures were constructed by considering only vertical static loads. The seismic response of ancient masonry structures depends on their material properties, the geometry of the structure, the types of connections between various structural
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a0918a19ba2b35fd2a7cbad08dec282
https://doi.org/10.1007/978-981-16-5673-6_17
https://doi.org/10.1007/978-981-16-5673-6_17
Publikováno v:
Computers and Concrete. 18:69-97
Performance-based remaining life assessment of reinforced concrete bridge girders, subject to chloride-induced corrosion of reinforcement, is addressed in this paper. Towards this, a methodology that takes into consideration the human judgmental aspe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::71e6e99c1a43c34d64ead33f42f4b5a6
https://doi.org/10.12989/cac.2016.18.1.069
https://doi.org/10.12989/cac.2016.18.1.069
Publikováno v:
International Journal of Civil Engineering. 3:164-168
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab886d7f745b6458c7a3e9e29baf8792
https://doi.org/10.14445/23488352/ijce-v3i5p135
https://doi.org/10.14445/23488352/ijce-v3i5p135
Publikováno v:
MATEC Web of Conferences, Vol 138, p 01003 (2017)
Ductility of the flexural element is the main governing property for healthy performance of structural element. Although numerous factors contribute towards the ductility of Reinforced Geopolymer Concrete (RGPC) elements, low calcium based fly ash an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6133f70eb27e6f62d313fbddd8367ab2
https://doaj.org/article/8bac1a47d6034239b07a2a453392e837
https://doaj.org/article/8bac1a47d6034239b07a2a453392e837
Publikováno v:
Computer-Aided Civil and Infrastructure Engineering. 27:170-186
A reliable method for service life estimation of the structural element is a prerequisite for service life design. A new methodology for durability-based service life estimation of reinforced concrete flexural elements with respect to chloride-induce
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87bdedb11a9e20cba2513f28ec877ad3
https://doi.org/10.1111/j.1467-8667.2011.00730.x
https://doi.org/10.1111/j.1467-8667.2011.00730.x
Autor:
B. K. Raghuprasad, Mahesh Mungule
Publikováno v:
Computers & Structures. 89:912-920
The fracture behaviour of concrete is complex due to highly heterogeneous nature of the material. The heterogeneity of concrete manifests itself at various scales. At mesoscale, the presence of aggregates influences the strength of concrete by develo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9aeda78bc738df1e9eefe2a4a449ba2d
https://doi.org/10.1016/j.compstruc.2011.02.007
https://doi.org/10.1016/j.compstruc.2011.02.007
Publikováno v:
Sadhana. 35:303-317
The aim of this study is to obtain the fracture characteristics of low and medium compressive strength self consolidating concrete (SCC) for notched and un-notched plain concrete beams by using work of fracture GF and size effect model Gf methods and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b598870f0bb66ba5a323c6dd5b7b57e
https://doi.org/10.1007/s12046-010-0012-2
https://doi.org/10.1007/s12046-010-0012-2
Autor:
D. S. Ramachandramurthy, B. H. Bharatkumar, B. K. Raghuprasad, R. Narayanan, S. Gopalakrishnan
Publikováno v:
Materials and Structures. 38:63-72
The premature deterioration of concrete structures in aggressive environments has necessitated the development of high performance concrete (HPC). The major difference between conventional concrete and HPC is essentially the use of chemical and miner
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bdddd6bc1d9b93254625d6516ffd08eb
https://doi.org/10.1007/bf02480576
https://doi.org/10.1007/bf02480576
Publikováno v:
Cement and Concrete Composites. 23:71-80
High performance concrete (HPC) is that concrete which meets special performance and uniformity requirements that cannot always be achieved by conventional materials, normal mixing, placing and curing practices. Special performance requirements using
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fa7e6d9f4c3693901d6155b7cf6c82a8
https://doi.org/10.1016/s0958-9465(00)00071-8
https://doi.org/10.1016/s0958-9465(00)00071-8