“…Since failure strain is employed, the evaluation is independent of both the magnitude of the loads placed on the cladding and the loading mechanisms, The conclusions reached are therefore valid even if large amounts of water were present inside the safety rod prior to the tests, large amounts of hydrogen were generated during the tests, or if other loading mechanisms not discussed above were operative, In the absence of any cladding flaws or environmental degradation (e.g. interaction between the cladding and liquid metal solution), the cladding will fail when its hoop strain exceeds the failure strain (e.g, ductility exhaustion), conducted as part of this task (Thomas 1992) gave similar values (see Section 6,4.6).…”