Zobrazeno 1 - 10
of 48
pro vyhledávání: '"Hayder A. Rasheed"'
Publikováno v:
Applied Sciences, Vol 11, Iss 5, p 2292 (2021)
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
Externí odkaz:
https://doaj.org/article/06c8970fe2624f73a8387b2cd06e6805
Publikováno v:
Fibers, Vol 3, Iss 4, Pp 539-559 (2015)
This research program is intended to verify the influence of using distributed external U-wrap CFRP anchorage to shift the failure mode from overall debonding to sectional flexural failure for concrete beams externally bonded with CFRP sheets. Premat
Externí odkaz:
https://doaj.org/article/27f24028cd56444a91ca8aa2561fcfca
Publikováno v:
Structures. 50:444-463
Publikováno v:
Structures. 38:226-236
Publikováno v:
Structures. 34:3453-3463
Full-span overhead sign support structures can be found along any major highway across the US. Such structures experience different wind loading scenarios varying with time. As a result, these structures start to build up fatigue cracks within their
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:
Engineering Structures. 262:114315
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
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