Zobrazeno 1 - 10
of 36
pro vyhledávání: '"C.B.K. Rao"'
Publikováno v:
Case Studies in Construction Materials, Vol 4, Iss C, Pp 15-31 (2016)
Wrapping technology is one of the effective ways of strengthening concrete elements. Several researchers reported the effectiveness of Glass fiber reinforced polymers and carbon fiber reinforced polymers for improving the strength of the concrete ele
Externí odkaz:
https://doaj.org/article/73fa14bf53324e8e9d0319ceef6ce7c9
Akademický článek
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Publikováno v:
Materials Today: Proceedings. 38:2541-2548
Assessment of fiber distribution characteristics is critical in the determination of the mechanical properties of the Fiber Reinforced Concrete (FRC). In this study an experimental investigation was carried out to ascertain the Fiber distribution cha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d8165f84fbe710d8175708a06dc7e94
https://doi.org/10.1016/j.matpr.2020.07.556
https://doi.org/10.1016/j.matpr.2020.07.556
Publikováno v:
Materials Today: Proceedings. 43:962-969
High strength concrete (HSC) blended with fibers will enhance the ductility of the structure, thereby making it a feasible solution in large infrastructure projects. The number of fibers bridging the cracks, and their orientation in the fracture plan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::406cd54dede6a24ba5e5f5cbdfd28376
https://doi.org/10.1016/j.matpr.2020.07.341
https://doi.org/10.1016/j.matpr.2020.07.341
Autor:
C.B.K. Rao, S. R. R. Teja Prathipati
Publikováno v:
Materials Today: Proceedings. 32:764-770
Blending of fibers with different types and different geometries into the concrete was called Hybrid Graded Fiber Reinforced Concrete (HyGrFRC), which is a sub-classification of Hybrid Fiber Reinforced Concrete (HyFRC). The complete behavior of HyGrF
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::01f80c072d01727ba20aa439f78ecde8
https://doi.org/10.1016/j.matpr.2020.03.558
https://doi.org/10.1016/j.matpr.2020.03.558
Publikováno v:
Cement Wapno Beton. 25:188-197
The present practice of using shear reinforcement in the form of stirrups, which go round near to the periphery in reinforced concrete beams, leaves the core zone of the cross-section, where there is the existence of high shear stress, un-reinforced.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f45da89ed9a53c9259f3cb4985b729c
https://doi.org/10.32047/cwb.2020.25.3.3
https://doi.org/10.32047/cwb.2020.25.3.3
Autor:
S. R. R. Teja Prathipati, C.B.K. Rao
Publikováno v:
Innovative Infrastructure Solutions. 6
Hybrid fiber reinforced concrete (HyFRC) effectively utilises the combined benefits of different fiber types present in it for enhancing its properties. The mechanical behaviour of HyFRC with varying lengths of fibers was not completely understood to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::751cb86d4617543a6862323fceb75e63
https://doi.org/10.1007/s41062-020-00438-0
https://doi.org/10.1007/s41062-020-00438-0
Publikováno v:
International Journal of Engineering. 33
Brittleness, which was the inherent weakness in High Strength Concrete (HSC), can be avoided by reinforcing the concrete with discontinuous fibers. Reinforcing HSC with more than one fiber is advantageous in an overall improvement of the mechanical p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e90e146120581cc77a07560336cec4af
https://doi.org/10.5829/ije.2020.33.08b.04
https://doi.org/10.5829/ije.2020.33.08b.04
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
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Autor:
Sanjay S. Jamkar, C.B.K. Rao
Publikováno v:
Cement and Concrete Research. 34:2021-2027
Aggregates occupy bulk of the volume of concrete. Their size, grading, shape and surface texture have significant influence on the properties of concrete, both in fresh and hardened state. Specifications in various codes, on concrete mix proportionin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::726d93c2775db96f1a70108c6279baa0
https://doi.org/10.1016/j.cemconres.2004.03.010
https://doi.org/10.1016/j.cemconres.2004.03.010