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This provided information would be useful for the design of WPVC composite member in structural and construction applications.
The bi-material composite member is restrained at its ends by translational and rotational springs, which simulate a semi-rigid connection in a steel-concrete composite frame.
A CY beam is a relatively complicated composite member that incorporates an additional composite material into the plastic hinge of a FRP-reinforced concrete beam.
The failure modes, the strain distribution and the ductility of the GFDST members are studied in order to sufficiently evaluate the performance of the steel-grout composite member.
This paper presents such a study for a composite member with two materials, being typical of a steel concrete composite beam in structural engineering.
Taking advantage of the GBT modal features, deep insight is acquired on the complex composite member buckling mechanics, namely those involving bending torsion or global local coupling effects.
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Such composite members are referred to as recycled aggregate concrete filled steel tubular (RACFST) columns.
Simplified models are derived to predict the load-carrying capacities of the composite members.
However, the composite members are susceptible to the influence of concrete compaction.
The monolithic behaviour of these composite members depends only on the interface strength.
The study suggests that it is feasible to strengthen steel composite members using CFRP laminates.
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Justyna Jupowicz-Kozak
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