Zobrazeno 1 - 10
of 144
pro vyhledávání: '"compression zone"'
Publikováno v:
Alexandria Engineering Journal, Vol 73, Iss , Pp 709-727 (2023)
Shear resistance by beams without stirrups presents the transfer of shear and normal principal stresses across the open cracks within reinforced concrete (RC) beams. The complexity of the shear mechanism is further complicated by the distorted struct
Externí odkaz:
https://doaj.org/article/51d0498fc3bc4a139dc187c1b05a1b9a
Publikováno v:
Journal of Engineering Research - Egypt, Vol 6, Iss 3, Pp 103-112 (2022)
This paper discusses the behavior and strength of reinforced concrete beams with additional stirrups in the compression zone. Seven reinforced concrete beams, 150 mm (width) x 300 mm (depth) x 3400 mm (length) with tension steel ratio 1.5% were teste
Externí odkaz:
https://doaj.org/article/4620df8c48b7489e8b7c169851824a2d
Publikováno v:
Materials, Vol 16, Iss 21, p 6915 (2023)
To accurately predict the shear-bearing capacity of UHPC beams, it is crucial to quantify the shear contribution of the fiber bridging effect and UHPC compression zone. Nevertheless, it should be noted that the shear contribution of UHPC in the compr
Externí odkaz:
https://doaj.org/article/378c014af82e4f2b981b80d0dec83f7f
Akademický článek
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Autor:
Chiara Deangeli, Maddalena Marchelli
Publikováno v:
Frontiers in Earth Science, Vol 10 (2022)
Studying the stability of wellbores drilled to access reservoirs can be a challenging issue in overpressured basins because accurate estimation of the far-field stresses, overpressure, and rock strength parameters can be difficult to achieve. Unexpec
Externí odkaz:
https://doaj.org/article/66f6347badff4d21aac5417dc83a3a75
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss , Pp e00779- (2021)
Motivated by the fact that fire is one of the most dangerous threats to buildings and structures, the main goal of this research is to determine the residual flexural capacity of high-strength simply supported reinforced concrete beams after exposing
Externí odkaz:
https://doaj.org/article/25400ec9e88f4757bc30ba67c4f65954
Autor:
Myroslav Dutchyn, Tetyana Grytsyuk, Iryna Bida, Liubov Dorosh, Rostyslav Pylypyuk, Mariya Nychvyd
Publikováno v:
Geodesy and Cartography, Vol 46, Iss 3 (2020)
The influence of static loadings of the foundations of structures in the process of soil compaction of the base on the subsidence of the soil surface and the bench outside the loaded contour is considered in the work. The studies were performed on mo
Externí odkaz:
https://doaj.org/article/e722c552109343fe85a88d762a065f1a
Autor:
R.S.Shreshthi
The purpose of this thesis was to investigate about two zones of beam namely as Compression and tension zone. Compression zone and tension zone are the two zones that are specified for a beam. At the top and bottom of the neutral axis, respectively,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c4eb7dce36c1071241f1e5457f837b80
Akademický článek
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Akademický článek
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