Results show that temperature turns out to be the most significant factor influencing the shearing strength between layers,next comes the diameter of bestrewed detritus,next but one is the thickness of paved ply,while the influence of.

The results showed that the crosssectional width of tire,the interlaminar shear stress in cord plies of bead area,and the first principle stress and strain in cord plies increased,but the overall diameter of tire and the maximum v.

The curves showing the relationship between the strength of the ultrahigh molecular weight polyethylene fiber bundle treated by atmospheric argon plasma and the epoxy resin interlaminar shear strength were investigated by varying technical conditions of low temperature and atmospheric argon plasma.

It is shown that the stiffness,interstory shear force and axial column force increase in steel bracing system,and the internal forces decrease in the energy dissipation system under the condition of the same displacement.

It is shown the stiffness and the interstory shear force and the axial column force which is connected with the bracing are increased in steel bracing system and the internal forces decreased in the energy dissipation system when their displacements are controlled almost the same.

An elementary discussion on the elasticity property of the interlayer shear zone of dam foundation under different stress conditons;

Effect of interlayer on shear stress between layers of PCC-AC composite pavement;