Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Muralidhara Rao, T."'
Autor:
Manoj, Tangudu, Bommisetty, Jagadeesh, Muralidhara Rao, T., Ramanjaneyulu, B., Ashok Kumar, M., Naga Malleswara Rao, B.
Publikováno v:
E3S Web of Conferences; 11/10/2024, Vol. 588, p1-19, 19p
Publikováno v:
In Materials Today: Proceedings
Autor:
Muralidhara Rao, T., Mahesh, Kona, Venkatesh, Chava, Sonali Sri Durga, Chereddy, Ramamohan Reddy, Bellum, Shiva Tejaswi, Peddi, Charandeepneelesh, Ramavath
Publikováno v:
In Materials Today: Proceedings
Autor:
Muralidhara Rao, T, Venkatesh, Chava, Sri Durga, Chereddy Sonali, Bommisetty, Jagadeesh, Ravi Kumar Reddy, C
Publikováno v:
Journal of Physics: Conference Series; 2024, Vol. 2779 Issue 1, p1-12, 12p
Autor:
Muralidhara Rao, T, Venkatesh, Chava, Sri Durga, Chereddy Sonali, Bommisetty, Jagadeesh, Ravi Kumar Reddy, C
Publikováno v:
Journal of Physics: Conference Series; 2024, Vol. 2779 Issue 1, p1-14, 14p
Autor:
Muralidhara Rao T, Manasa Koppoju
Publikováno v:
CVR Journal of Science and Technology; Vol 11 (2016): CVR Journal of Science and Technology; 18-28
The present paper analyses the size dependency of the fracture energy and the fracture toughness of concrete determined as per the RILEM Work-of-fracture method (WFM). Normal and high strength concrete notched beams have been modeled using the finite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e54483d1170ff5b7356e5771cb925ed5
https://doi.org/10.32377/cvrjst1104
https://doi.org/10.32377/cvrjst1104
Autor:
Gunneswara Rao T.D, Muralidhara Rao T
Publikováno v:
CVR Journal of Science and Technology; Vol 11 (2016): CVR Journal of Science and Technology; 7-12
Present National and International codes of practice lead to a size invariant expression for minimum percentage of flexural reinforcement. But the influence of member size or fracture parameters namely, fracture energy and critical crack tip opening
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3b233202844e263ff4d1c65355956765
https://doi.org/10.32377/cvrjst1102
https://doi.org/10.32377/cvrjst1102
Autor:
Reddy, Gopinath, Muralidhara Rao, T
Publikováno v:
CVR Journal of Science and Technology; Vol 12 (2017): CVR Journal of Science and Technology; 1-12
In the present paper, theflexural behavior of reinforcedconcrete beams with design reinforcement was steeland different beam bending using ANSYS 12.1 versionthrough load-deflection diagrams. The variation of deflection, strainenergy and stress intens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::0fd4a2151216460d36e815da07767212
http://cvr.ac.in/ojs/index.php/cvracin/article/view/76
http://cvr.ac.in/ojs/index.php/cvracin/article/view/76
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