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The major test variables included the recycled coarse aggregate (RCA) replacement ratio and joint interfaces.
Multi-material components were fabricated and the joint interfaces were characterized.
The joint interfaces were analysed in terms of microstructure, elemental diffusion, chemical reactions and mechanical properties.
The cracks in the joint interfaces at the end of this stage are illustrated in Fig. 7.
An exponential relationship model between normal pressure and normal deformation of the joint interfaces is presented by least-square method, and furthermore, the normal contact stiffness expressions of unit area of the joint interfaces are deduced.
In addition, the macroscopic shear strengths of Cu6Sn5 textures on the actual joint interfaces were also tested.
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Shear behavior of the beam joint interface is modeled by zero length elements with the elastic material at the joint interface of beams.
Open image in new window Fig. 12 Fracture of bars at the middle joint interface.
Figure 12 shows images of the lower rebar fractures at the middle joint interface.
The fracture mode was either ductile fracture of copper alloy or joint interface fracture.
Tensile tests were conducted to determine the bond strength achieved at the specimen joint interface.
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