Zobrazeno 51 - 60
of 98
pro vyhledávání: '"Hayder A. Rasheed"'
Publikováno v:
Journal of Materials in Civil Engineering. 27
Strengthening and retrofitting structural members using carbon fiber reinforced polymer (CFRP) materials has gained wide acceptance in the civil engineering community because of their superior mechanical properties, light weight, corrosion resistance
Publikováno v:
Journal of Composites for Construction. 15:908-919
The aim of this experimental investigation is to study the effect of the ratio of carbon fiber-reinforced polymer (CFRP) precured laminate length to shear span and different end plate anchorage systems on the flexural behavior of reinforced concrete
Autor:
Hayder A. Rasheed, Elias I. Saqan
Publikováno v:
Journal of the Franklin Institute. 348:1588-1604
Recent research in concrete analysis and design has revealed that the shear capacity contributed by concrete correlates well with the neutral axis depth. While nonlinear analysis calculation of the neutral axis depth is trivial for reinforced concret
Publikováno v:
Journal of the Franklin Institute. 348:1163-1176
The analysis of circular concrete columns using unconfined concrete models is a well established practice. However, there is a necessity to develop realistic analysis and design tools that predict the extreme ultimate capacity of such columns since m
Publikováno v:
Mechanics of Advanced Materials and Structures. 18:172-180
A detailed 3D time domain transient thermal-stress finite element analysis is performed to study the heat transfer mechanism within a CFRP strengthened reinforced concrete beam for fire conditions initiating at the top of the beam. This loading scena
Publikováno v:
Mechanics of Advanced Materials and Structures. 18:194-200
This study is intended to examine the suppression of delamination failure for short CFRP laminates using wide transverse CFRP U-Wrap anchors. To achieve this objective, four beams were designed, fabricated, cast, and tested. Two beams serve as contro
Publikováno v:
Composite Structures. 92:2379-2390
Externally bonded fiber reinforced polymers (FRP) has been established as an effective technique for strengthening concrete members. Other techniques, like near surface mounted (NSM) FRP bars, and steel reinforced polymers (SRP) have emerged as viabl
Autor:
NH Motto, Hayder A. Rasheed
Publikováno v:
Australian Journal of Structural Engineering. 11:103-116
Externally-bonded fibre-reinforced polymer (FRP) has been established as the technology of choice to strengthen reinforced concrete beams. Researchers and practicing engineers have recently developed design guidelines for FRP strengthening. However,
Publikováno v:
Engineering Structures. 31:3072-3079
The use of Fiber Reinforced Polymer (FRP) has been established as one of the possible techniques to strengthen concrete beams in flexure and shear. Carbon Fiber Reinforced Polymer (CFRP) has been identified as the material of choice in civil infrastr
Publikováno v:
Strain. 45:547-552