Shear flexibility for structures

In a combination including a flexible member connected between components that will withstand shear translation up to 0.5 percent across said member, said components being capable of independent movement therebetween comprising:

• a first component, and
• a second component spaced from said first component and adapted to move laterally with respect to said first component, said flexible member being attached to adjacent edges of said first and second components bridging the space between said components, the improvement wherein said flexible member comprises a flat sheet of metal formed with a plurality of linearly extending intersecting convolutions at right angles to one another having a constant cross-section, the radius of said intersecting convolutions is 6 to 12 times the thickness of said sheet of metal, each of said plurality of intersecting convolutions being substantially at a 45 .degree. angle to a shear vector and shear translation imparted to said flat sheet of metal, the height of said intersecting convolutions is 9 to 17 times the thickness of said sheet of metal, said intersecting convolution having a spherical domed region extending beyond the apex of each of said intersecting convolutions approximately equal to the height of said convolution of the area of intersection, said spherical domed region serves to interrupt the principal stress lines that act along said apex of each of said convolutions when said flexible member is subjected to said shear vector translations, a wall portion of said constant cross-section intersecting convolutions is formed with a radius 3 to 5 times the thickness of the metal between said wall of said convolutions and a flat portion of said sheet of metal and a radius 3 to 5 times the thickness of the metal between said spherical domed region and said intersecting convolutions.