Zobrazeno 1 - 10
of 90
pro vyhledávání: '"Umesh K. Singh"'
Autor:
Umesh K. Singh, Avanish K. Dubey
Publikováno v:
Materials and Corrosion.
Publikováno v:
Civil and Environmental Engineering, Vol 17, Iss 2, Pp 644-653 (2021)
The shear transfer mechanism was examined to view the contributions of different components of shear transfer such as aggregate interlocking, dowel force and uncracked compression zone. Understanding the role of various shear transfer components with
Autor:
S. Ameen, Umesh K. Singh
Publikováno v:
AIP Conference Proceedings.
Publikováno v:
Disaster Resilience and Green Growth ISBN: 9789811970993
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3261fe440952d35a92d51f811c89131a
https://doi.org/10.1007/978-981-19-7100-6_16
https://doi.org/10.1007/978-981-19-7100-6_16
Publikováno v:
Disaster Resilience and Green Growth ISBN: 9789811970993
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73430e409205353f73625dbc99be3b8c
https://doi.org/10.1007/978-981-19-7100-6_6
https://doi.org/10.1007/978-981-19-7100-6_6
Publikováno v:
KSCE Journal of Civil Engineering. 25:2143-2150
The experimental investigation was carried out to study the influence of dowel force of longitudinal flexural reinforcement of concrete beams. Due to intricacy involved in shear transfer mechanism accurate predictions of shear behavior was difficult
Publikováno v:
Materials Today: Proceedings. 33:1158-1164
The shear strength of the concrete beam without shear reinforcement is usually determined by shear strength of concrete compression zone, shear force due to dowel action and shear force due to aggregate interlock. The existing theories, predict shear
Publikováno v:
Journal of Hydrology. 607:127549
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 43:253-262
This paper deals with the incipient motion for gravel particles in cohesionless sediment mixtures having silt and sand. The mixtures comprised of gravel–silt and gravel–sand–silt were used in the present experimental study. The critical shear s
Publikováno v:
Environmental Fluid Mechanics. 18:871-890
Variation of temporal scour depth around circular piers under clear-water scour condition was studied experimentally for a variability of configuration studies, including different size of circular piers. A total of 96 experiments were carried out wi