Figure 7.

Comparison of representative fracture patterns with bending moments at failure showing the point of loading and fixed end. *2.7-mm plates with a transverse did not fracture, and bending moments reported are those observed at failure.

Comparison of representative fracture patterns with bending moments at failure showing the point of loading and fixed end. *2.7-mm plates with a transverse did not fracture, and bending moments reported are those observed at failure.