A feasibility study on the use of low modulus (<125 GPa) carbon fiber reinforced polymer (CFRP) in the retrofitting schemes of structural steel beams subjected to flexural loading is presented. A various CFRP wrapping optimization methods were introduced namely tension flange strengthening and U-wrap strengthening. The result indicates that the strength of the member can be increased significantly by adopting the appropriate wrapping method. A simple theoretical calculation to estimate the design moment capacity of the CFRP strengthened steel member with the nonlinear material properties has been presented. Further, the design stress and strain values recommended in the current design provisions of ACI were validated with the test results a...
This thesis presents a detailed theoretical study of a number of retrofitting schemes for prestresse...
ABSTRACT: The deterioration of steel bridges is a severe problem that often results in restrictive ...
This paper is focused on the flexural behavior of steel beams reinforced with carbon fibers reinforc...
Upgrading the flexural design strength of the structural member for increased live load without disr...
This paper presents an analytical study to investigate the ability of low-modulus (<150 GPa) carbon ...
Advanced composites have become one of the most popular methods of repairing and/or strengthening ci...
To rehabilitate damaged or sub-standard steel structures, techniques utilising the lightweight, high...
In recent years, carbon-fibre-reinforced-polymer (CFRP) laminates have been used in the repair and/o...
This paper explores the use of Carbon fiber reinforced polymer (CFRP) material for strengthening of ...
Investigations have been conducted by several research groups to study the effect of using carbon fi...
Previous research has shown that carbon fiber reinforced polymer (CFRP) composites are particularly ...
Research on the behaviour of beams strengthened with different configurations of carbon-fibre-rein-f...
This paper proposes guidelines for the design and installation of high modulus carbon fiber reinforc...
Globally, there is need for strengthening of steel structures due to increased load carrying require...
Research work has been conducted to study the effect of upgrading steel I-beams using carbon-fibre-r...
This thesis presents a detailed theoretical study of a number of retrofitting schemes for prestresse...
ABSTRACT: The deterioration of steel bridges is a severe problem that often results in restrictive ...
This paper is focused on the flexural behavior of steel beams reinforced with carbon fibers reinforc...
Upgrading the flexural design strength of the structural member for increased live load without disr...
This paper presents an analytical study to investigate the ability of low-modulus (<150 GPa) carbon ...
Advanced composites have become one of the most popular methods of repairing and/or strengthening ci...
To rehabilitate damaged or sub-standard steel structures, techniques utilising the lightweight, high...
In recent years, carbon-fibre-reinforced-polymer (CFRP) laminates have been used in the repair and/o...
This paper explores the use of Carbon fiber reinforced polymer (CFRP) material for strengthening of ...
Investigations have been conducted by several research groups to study the effect of using carbon fi...
Previous research has shown that carbon fiber reinforced polymer (CFRP) composites are particularly ...
Research on the behaviour of beams strengthened with different configurations of carbon-fibre-rein-f...
This paper proposes guidelines for the design and installation of high modulus carbon fiber reinforc...
Globally, there is need for strengthening of steel structures due to increased load carrying require...
Research work has been conducted to study the effect of upgrading steel I-beams using carbon-fibre-r...
This thesis presents a detailed theoretical study of a number of retrofitting schemes for prestresse...
ABSTRACT: The deterioration of steel bridges is a severe problem that often results in restrictive ...
This paper is focused on the flexural behavior of steel beams reinforced with carbon fibers reinforc...