Based on the experimental results,it can be found that the peak shear strength decreases with the increase of shear deformation velocity;and that the decreasin.

At present,very little test data is available about the peak shear strength between the grout and the bore wall in the interior bond section of prestressed anchorage cable.

relation between normal stress and peak shear strength, relation between normal stress and residual shear strength, and relation between normal stress and frictional shear strength), the shear deformation properties of two kinds of cement concretes, the characteristics and description of shear faces.

The rationality on the selection of shearing force formulae was discussed,and the cause of production and the overcoming technology on the peak value of shearing force in the initial stage of roll cutting were analyzed.

On shear strength testing method of explosion cladding joint;

Effect of magnetic field on shear strength of adhesively bonded single lap joint;

Interfacial reaction and shear strength of Sn-Zn-Cu/Cu joints;