Moment Curvature Analysis Of Concrete Flexural
Members Confined With CFRP Grids
Author(s)
A. Michael & P. Christou
Abstract
The moment-curvature (M-Φ) diagrams define the maximum capacity of
structural elements that are primarily subjected to bending moments and
therefore their failure mode is flexural. The moment-curvature diagrams are also
used to assess the ductility of structural elements and are therefore very
important for the determination of the amount of plastic energy a structural
element can absorb. One way of improving the reinforced concrete (RC)
members is the confinement of concrete with FRP composites. The work
presented in this paper includes the development of moment curvature diagrams
for RC members using a fiber model. The RC members were designed as
compression controlled members meaning that their failure initiates in the
concrete prior to yielding of the steel tension reinforcement. These types of
members have limited ductility. The introduction of a specific amount of Carbon
Fibre Reinforced Polymer (CFRP) composite grid as confining reinforcement
improves the ductility of the RC members by as much as 30%. The results from
the fiber model are compared to available results from an experimental program
conducted to evaluate the experimental improvement of the ductility of
compression controlled members. The experimental and analytical results are a
good match indicating that the fiber model is accurate and can be used to develop
the moment-curvature diagrams of RC members confined with a CFRP
composite grid.
Keywords: CFRP grid, concrete confinement, moment curvature, ductility.
1 Introduction
Compression controlled steel reinforced members, fail through crushing of
concrete and therefore lack the ductility that is associated with yielding of the
Keywords
CFRP grid, concrete confinement, moment curvature, ductility
Related Book
Other papers in this volume
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