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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
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
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:
Mustafa M. Raheem, Hayder A. Rasheed
Publikováno v:
Composite Structures. 265:113762
There are only few experimental studies available in literature that focus on the effect of distributed U-wraps as anchoring system to secure FRP-strengthened reinforced concrete (RC) beams. Thus, this paper is intended to present a rational design m
Publikováno v:
CSER
This study aims to facilitate damage detection in concrete bridge girders without the need for visual inspection while minimizing field measurements. Beams with different material parameters and cracking patterns are modeled using mechanics-based ABA
Autor:
N. Hatami, Hayder A. Rasheed
Publikováno v:
SP-230: 7th International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures.
Synopsis: Externally bonded FRP has been established as the technology of choice to strengthen RC beams. Researchers and practicing engineers have recently developed design guidelines for FRP strengthening. However, the current state of the art flexu