This bridging member (4) has an ultimate shear strain to failure that is greater than that of the cementitious core.

The advantages of the invention reside in the reliable protection of the implant (1) against fracture or shearing off.

The composite body has an extremely high shear/rupture strength of over 20MPa.

A shear reinforcing component for preventing longitudinal shear failure of a composite element for the building industry is disclosed.

In this design, sudden failure due to punching shear is not a possibility.

A shear ring (122) between the adapter (114) and the rupture disc (120) facilitates rupturing of the rupture disc (120).

This bridging member (4) has an ultimate shear strain to failure that is greater than that of the cementitious core.

The present invention relates to a shear reinforcement material of a reinforced concrete structure, which is installed in a reinforced concrete structure to increase resistance against shear failure.

Suitable fusing mechanisms include shear pins and mechanical fuse strips (40).

Upon overloading of the outer member and the shearing failure thereof, the inner member continues to twist until rupture at the inner member shear section.

Twisting on the screw cap results in a shearing movement being exerted on the predetermined breaking links (6), which have little resistance against these forces.

The suspension is sheared at a shearing rate.

The breakage of the stem (20) frees the head (22) to be displaced by the spring (26) and indicate breakage of the shear pin (12).

The piezoelectric platelet segments are configured for reducing shear stress and susceptibility to fracture due to temperature extremes.

The shearout (40) is essentially a quill shaft with external splines at both ends and an hourglass-shaped shear neckdown in the middle.