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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.
This study is focused on the flexural torsional behavior of steel-encased composite members strengthened with cross-inclined bars.
This paper describes experimental investigations on timber-concrete composite members made of beech laminated veneer lumber (LVL) with notched connection.
Circular concrete-filled bimetallic steel tubular (CFBST) columns are considered as a new type of structural composite members.
The fire resistance of composite members and complete structures can be determined on the basis of fire tests.
Finally, the effect of incorporating shear in the analysis of composite members using the Timoshenko theory is evaluated.
The use of analytical models and ABAQUS showed good potential for predicting the flexural behavior of WPVC composite members.
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