Titlebook: Composites for Building Assembly; Connections, Members Yu Bai Book 2023 The Editor(s) (if applicable) and The Author(s), under exclusive li

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Cyclic Performance of Bonded Sleeve Beam-Column Connections,erimental results agree well in terms of hysteretic moment-rotation responses, ductility and energy dissipation capacity. Further parametric study of the endplate thickness provides evidence that reduction in endplate thickness may decrease the moment capacity with satisfactory ductility and energy

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Joint Capacity of Bonded Sleeve Connections for Tubular Fibre Reinforced Polymer Members,ects of design parameters including bond length and adherend stiffness ratio, again validated by FE results. An effective bond length can be calculated by the theoretical formulation for the joint capacity at both the elastic limit and the ultimate state. Given a bond length, an optimal adherend sti

Infant

Axial Performance of Splice Connections for Fibre Reinforced Polymer Columns,odelling the yielding process of the BFJ, FE analysis provides insight into the distribution of adhesive shear stress over the bond area of the BSJs, and the steel yield line pattern on the flange-plate of the BFJs. Verified by experimental results, the FE modelling technique is then utilised to und

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Cyclic Performance of Splice Connections for Fibre Reinforced Polymer Members,-plates is fully developed. The strain responses are also analysed to identify damage in the adhesive bond and yielding in the flange-plates. The FE modelling agrees with the experimental results in terms of moment-rotation and load-strain responses, and can also predict the initiation of the ultima

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Large Scale Structural Applications,bers and connections using pultruded GFRP composites, in consideration of their distinct material features. Experimental and modelling investigations have shown results of their mechanical performance of the developed structural members and connections in terms of stiffness, strength or even ductili

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