Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Venkateswara Rao, Sarella"'
Autor:
Venkateswara Rao, Sarella, Palou, Martin T., Novotný, Radoslav, Žemlička, Matúš, Čepčianska, Jana, Czirák, Peter
Publikováno v:
Journal of Thermal Analysis & Calorimetry; Oct2024, Vol. 149 Issue 19, p10559-10575, 17p
Publikováno v:
Journal of Materials and Engineering Structures, Vol 5, Iss 2, Pp 185-205 (2018)
Of all the different kinds of failures in concrete, shear failure is a sudden and brittle and occurs abruptly without any prior warning. To avoid these types of failures in concrete, beams are traditionally reinforced with stirrups at closer spacing
Externí odkaz:
https://doaj.org/article/c348d826a13d4882b88b2c901890b479
Publikováno v:
Asian Journal of Civil Engineering. 23:269-288
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce7ac9fb322ca3cba63c21759f51ba42
https://doi.org/10.1007/s42107-022-00422-2
https://doi.org/10.1007/s42107-022-00422-2
Publikováno v:
Journal of Building Engineering. 19:69-79
Shear failure in reinforced concrete is sudden and brittle; to avoid this type of failure, beams are reinforced with stirrups. The present work is aimed at studying the shear behaviour of fiber reinforced self-compacting concrete and comparing the ex
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::85004c083bc2df13b8b06fcc3d7a4d7e
https://doi.org/10.1016/j.jobe.2018.05.003
https://doi.org/10.1016/j.jobe.2018.05.003
Publikováno v:
Archives of Civil Engineering, Vol 64, Iss 1, Pp 145-169 (2018)
Shear cracking behaviour of fibrous self-compacting concrete of normal and high strength grade (M30 and M70) is presented here. Two stirrup diameters (6mm ∅ and 8 mm ∅) with a constant steel fiber content of 38 kg/m3 (0.5% by volume of concrete)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8f8045f5333769d08920c361563fe2b6
http://www.degruyter.com/view/j/ace.2018.64.issue-1/ace-2018-0010/ace-2018-0010.xml?format=INT
http://www.degruyter.com/view/j/ace.2018.64.issue-1/ace-2018-0010/ace-2018-0010.xml?format=INT