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Experimental evidence for effective flexural-only stiffnesses to account for nonlinear flexural-slip behaviour of timber-concrete composite sections

Effective Flexural-only StiffnessesEngineeringMechanicsFiber-reinforced CompositeCivil EngineeringMechanical EngineeringReinforced ConcreteFiber-reinforced Cement CompositeTimber-concrete Composite SectionsStructural ApplicationNonlinear Flexural-slip BehaviourWood StructureStructural MechanicsMaterial NonlinearitiesMechanics Of MaterialsStructural Engineering