[en] In high temperature power plant, welds between austenitic and ferritic steels are required to operate under plant conditions for up to 250,000h. The experience and failure modes for such joints are briefly surveyed in this report. A semi-empirical reference stress approach is used to define the failure life of joints under isothermal conditions. The reference stress is based on a previously published form for multiaxial creep fracture of homogeneous materials but modified to include an additional factor to reflect the complex strains present close to the interface in a dissimilar weld. This reference stress can be modified to give approximate bounds characterised by the equivalent stress or the axial stress on the weld. The reference stress, when applied to the 21/4Cr1Mo:Type 316 welded component data base, gives conservative results for the test data available although conservatism is low for the 9Cr1Mo:Alloy 600 combination. The existing data base for welded components is limited. More data are needed covering a wider range of stress ratios and incorporating bending loads. (author)