Zobrazeno 1 - 10
of 58
pro vyhledávání: '"Hayder A. Rasheed"'
Autor:
Hayder A. Rasheed, Mustafa M. Raheem
Publikováno v:
Journal of Structural Engineering. 147
A new analysis approach is devised herein to predict the response of reinforced concrete deep beams strengthened in flexure, shear or shear-flexure with fiber-reinforced polymer (FRP). The ...
Autor:
Mustafa M. Raheem, Hayder A. Rasheed
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f06455020cf3331329945484baa5a5a
https://doi.org/10.1007/978-3-030-88166-5_116
https://doi.org/10.1007/978-3-030-88166-5_116
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::466451c16d582f7bd11f36cb9ef3d862
https://doi.org/10.1007/978-3-030-88166-5_167
https://doi.org/10.1007/978-3-030-88166-5_167
Autor:
Hayder A. Rasheed, Mohammed A. Zaki
Publikováno v:
Canadian Journal of Civil Engineering. 46:796-809
Utilizing fiber reinforced polymer (FRP) anchors can enhance the strength and delay the debonding of flexural FRP in strengthened reinforced concrete (RC) beams. In this study, two different techniques are used for applying carbon FRP (CFRP) spike an
Publikováno v:
Applied Sciences, Vol 11, Iss 2292, p 2292 (2021)
Applied Sciences
Volume 11
Issue 5
Applied Sciences
Volume 11
Issue 5
Nonlinear analysis of structural members is vital to understand the behavior and the response of reinforced concrete members. Even though most design procedures concentrate on the ultimate stage of response towards the end of the post-yielding zone a
Autor:
Ahmed Abd El Fattah, Hayder A. Rasheed
Publikováno v:
Composite Structures. 202:1051-1058
An experimental program was developed in which dry carbon and glass fiber wires bundles were spirally wrapped around five longitudinal steel bars with 8 mm diameter to act as a passive confinement inside the concrete stub columns. Stub columns were m
Publikováno v:
Journal of Building Engineering. 44:103377
This paper presents an experimental, analytical and numerical comparison of the behavior of lightweight and normal weight concrete beams strengthened with externally bonded high modulus carbon fiber. The main objective of this paper is to study the e
Publikováno v:
ACI Structural Journal. 117
Publikováno v:
ACI Structural Journal. 116
Autor:
Hayder A. Rasheed, Rund Al-Masri
Publikováno v:
Thin-Walled Structures. 123:206-213
Following the bifurcation approach, a generalized closed form buckling solution for clamped-pinned anisotropic laminated composite columns under axial compression is developed using the energy method. The effective axial, coupling, and flexural rigid