Zobrazeno 1 - 10
of 59
pro vyhledávání: '"Hayder A. Rasheed"'
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, 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 ...
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
The flexural strengthening techniques of reinforced concrete beams using Externally Bonded (EB) FRP sheets or Near Surface Mounted (NSM) FRP bars have been very well established. The technology transfer has taken place into engineering design practic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c75b540dd2dc901d5fbef0e5b9b43fa2
https://doi.org/10.1007/978-3-030-88166-5_145
https://doi.org/10.1007/978-3-030-88166-5_145
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
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. 116
Publikováno v:
Composite Structures. 184:839-847
An experimental program was conducted to evaluate the seismic performance of rigid frames strengthened with externally bonded CFRP fabric and near-surface mounted (NSM) CFRP bars. Three rigid frame specimens were subjected to cyclic loading. The thre
Publikováno v:
Engineering Structures. 150:300-317
This paper presents a general methodology for predicting the critical buckling loads of spherical shells using a nondestructive test. For this purpose, the well known graphical method of predicting buckling loads, i.e., the Southwell’s nondestructi
Autor:
Hayder A. Rasheed, Rami A. Hawileh
Publikováno v:
International Journal of Advanced Structural Engineering, Vol 9, Iss 4, Pp 315-323 (2017)
This paper presents a numerical study that investigates the behavior of continuous concrete decks doubly reinforced with top and bottom glass fiber reinforced polymer (GFRP) bars subjected to top surface fire. A finite element (FE) model is developed