This paper describes a study of inelastic shear lag behavior in steel box beams.
Elastic shear lag behavior has been extensively studied and considered in structural design while the study of inelastic shear lag is limited.
Knowing that flanged flexural members likely have plastic deformation at their ultimate limit state, a least-work based method was developed for modeling inelastic shear lag behavior.
This is because TW2 with T-shaped cross section was idealized with the two-dimensional macro-elements; therefore, the shear-lag behavior of the flange wall in the vertical direction could not be addressed (see Fig. 5a).
The behavior of model monolayer nanocomposites has been shown to follow classical shear-lag behavior at low strains with evidence of failure of the graphene polymer interface coupled with matrix cracking.
However, the critical strain for which sliding occurs was not estimated directly as the authors assumed shear lag behavior to extract the above value from the center of the flake.
By considering a simple balance of shear-to-normal stresses at the interface we are able to directly convert the strain (stress) gradient to values of interfacial shear stress for all the applied tensile levels without assuming classical shear-lag behavior.
Projective lag synchronization behavior with non-delay and delay coupling in complex dynamical network model is investigated in this paper.
This paper investigates the problem of projective lag synchronization behavior with delayed coupling in drive-response dynamical networks model with identical and non-identical nodes.
Finally, there is the possibility that rates of NSSI are underreported due to the time lag between behavior and VISA administration, however this recall bias would most likely serve to diminish observed associations.
