Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Eyad K. Sayhood"'
Publikováno v:
Infrastructures, Vol 9, Iss 4, p 67 (2024)
This paper presents comprehensive empirical equations to predict the shear strength capacity of reinforced concrete deep beams, with a focus on improving the accuracy of existing codes. Analyzing 198 deep beams imported from 15 existing investigation
Externí odkaz:
https://doaj.org/article/8e0a19718ad441d1a4c60ef36e072641
Publikováno v:
Engineering and Technology Journal, Vol 34, Iss 14A, Pp 2705-2719 (2016)
The present research investigates the effectiveness of using unidirectional carbon fiber reinforced polymer as an external strengthening technique to increase the load carrying capacity of existing reinforced concrete corbels subjected to monotonic o
Externí odkaz:
https://doaj.org/article/f11b6bde40054e1aaf34250d73bfd2d2
Publikováno v:
Engineering and Technology Journal, Vol 32, Iss 6, Pp 1411-1432 (2014)
This study is devoted to investigate the punching shear resistance of high strength reinforced concrete slabs with steel fibers by using the well-known (P3DNFEA), a non-linear finite element program for three-dimensional analysis of reinforced concre
Externí odkaz:
https://doaj.org/article/7913543cbdc24ebc87a1b9f59ff5b640
Publikováno v:
Engineering and Technology Journal, Vol 32, Iss 3, Pp 748-762 (2014)
In this study, a 3-D finite element model was used for the analysis of the horizontally curved bridge slab built monolithically with box girders. A parametric study was carried out to calculate the load distribution factors for horizontally curved re
Externí odkaz:
https://doaj.org/article/2f6e82c06ee843a99ce1ca036c945d3b
Publikováno v:
Engineering and Technology Journal, Vol 32, Iss 2, Pp 511-529 (2014)
The purpose of this study is to present a model suitable for analyzing reinforced concrete (RC) slabs strengthened with Carbon fiber reinforced polymer (CFRP) failing in punching shear using the finite element method. a nonlinear three-dimensional fi
Externí odkaz:
https://doaj.org/article/6790d559605b4fcc97a68ae5aa78f459
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 5 A, Pp 841-860 (2013)
A theoretical analysis based on the numerical solution of the slab impact integral equation is carried out to determine the impact force and deflection time histories, the strain energy absorbed by the slabs and the maximum bending moment. Effect of
Externí odkaz:
https://doaj.org/article/71eae174418c439eb0877853d88569b7
Publikováno v:
Engineering and Technology Journal, Vol 27, Iss 13, Pp 2339-2351 (2009)
This study presents three-dimensional finite element analysis to the behavior of composite concrete-corrugated steel cylindrical shell. This type of construction utilizes the advantages of both of ordinary reinforced concrete and the composite action
Externí odkaz:
https://doaj.org/article/a767dc4b71494a56972c168c615dc291
Publikováno v:
8TH ENGINEERING AND 2ND INTERNATIONAL CONFERENCE FOR COLLEGE OF ENGINEERING – UNIVERSITY OF BAGHDAD: COEC8-2021 Proceedings.
Publikováno v:
Engineering and Technology Journal. 39:1307-1320
Publikováno v:
Current Trends in Geotechnical Engineering and Construction ISBN: 9789811973574
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b73f1058dff3d540319c05e9a88f99e3
https://doi.org/10.1007/978-981-19-7358-1_34
https://doi.org/10.1007/978-981-19-7358-1_34