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Interface elements were used to model the bond properties between steel decking and concrete slab.
A finite element model is proposed and verified by experimental data using interface element to model the bond properties between steel decking and concrete slab and investigate the ultimate strength of continuous composite concrete slabs.
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The parameters of the bond-slip model were selected with reference (Shi and Li 2009).
A semi-empirical formula was finally suggested to model the bond-slip relation between the heated RAC and the deformed rebar.
Using the experimental results of single-lap shear testing with epoxy adhesive to develop a finite element model, the bond-slip relationships were obtained.
Different ways have been adopted to theoretically explore the mechanism of bandgap openings (BOs) in graphene nanostructures with regard to the edge or interface effect, involving the quantum confinement model, the bond-order-length-strength model, the lattice model, and the bandgap thermodynamic approach.
On the basis of the bond valence sum model, the bond-valence parameters d0 of the stronger O H and weaker H⋯O bonds are respectively calculated from the bond length data of hydrogen bonds in hydrated borates, which are available in the Inorganic Crystal Structure Database (2004).
A 2-D closed-form stress analysis was used to model the bonded laminates.
A general spring layer is adopted to model the bonding imperfections.
A general spring layer is adopted to model the bonding imperfection at the interfaces of the laminate.
In the current finite element simulation, the modified Morse potential was employed to model the bonded interaction between C-C bonds.
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CEO of Professional Science Editing for Scientists @ prosciediting.com