Finite element modelling of steelconcrete composite beams with high-strength friction-grip bolt shear connectors
Proposes new composite beam with high-level sustainability attributes. FE modelling is developed and invoked to assess the structural feasibility of the beam. Deconstructability of the novel beam is achieved using HSFGB shear connectors. FE model confirms highly ductile and more favourable strength than conventional beams.
finite element model composite beams friction-grip bolt deconstructable quasi-static analysis