Zobrazeno 81 - 90
of 98
pro vyhledávání: '"Hayder A. Rasheed"'
Autor:
John L. Tassoulas, Hayder A. Rasheed
Publikováno v:
International Journal of Fracture. 108:1-23
Delamination growth is a phenomenon known to reduce the integrity of laminated composite structural elements and may lead to premature failures. In the present study, state of the art procedures of delamination growth analysis are overviewed. The ene
Autor:
Hayder A. Rasheed, K.S. Dinno
Publikováno v:
Computers & Structures. 53:613-623
An efficient incremental-iterative analysis algorithm using the secant stiffness approach is developed, considering carefully investigated material models, for the direct prediction of the complete monotonic response of RC rectangular sections togeth
Autor:
Hayder A. Rasheed, K.S. Dinno
Publikováno v:
Computers & Structures. 53:625-636
A numerical method is developed for the analysis of reinforced concrete (RC) plane frames considering the nonlinear material behavior throughout the range of monotonic load applications. Economic and exact formulations for section analysis and frame
Autor:
Sh Amiri, Hayder A. Rasheed
Publikováno v:
Bridge Maintenance, Safety, Management and Life-Cycle Optimization
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5eac89dab68fd494421de38887cd360
https://doi.org/10.1201/b10430-67
https://doi.org/10.1201/b10430-67
Autor:
Hasan Charkas, Hayder A. Rasheed
Publikováno v:
SP-264: Serviceability of Concrete Members Reinforced with Internal/External FRP Reinforcement.
This paper will discuss how the use of externally bonded FRP plates and sheets has been established as an effective mean to strengthen concrete beams in flexure and shear. Several investigators have shown that the direct use of Branson equation does
Autor:
Hayder A. Rasheed, Spyros A. Karamanos
Publikováno v:
Buckling and Postbuckling Structures: Experimental, Analytical and Numerical Studies
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c2a10860f77b7bb913bfae2ee3d5e35
https://doi.org/10.1142/9781848162303_0008
https://doi.org/10.1142/9781848162303_0008
Publikováno v:
Structures Congress 2006.
Externally bonded FRP has been established as a successful technique for strengthening concrete members. Other techniques, like Near Surface Mounted (NSM) FRP bars, have emerged as viable alternatives. In this study, four composite-based strengthenin
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
Publikováno v:
Scopus-Elsevier
The need to upgrade the capacity of structural members is growing due to the aging infrastructure elements and the expanding volume of traffic. The use of external fiber-reinforced polymer plates bonded to the tensile face of beams has proven to be e
Autor:
Hayder A. Rasheed, John L. Tassoulas
Publikováno v:
Structural Stability and Dynamics.