The burst main was replaced with a 316L stainless steel section that was inserted down the existing cast iron main.
PME undertook hand calculation verification of hoop stress and FEA simulations to determine whether the section was fit for purpose.
The calculations enabled PMP to be confident that the sections were suffice to cope with the local water pressure variations.
Ensuring the structural integrity and safety of lifting frames in
PME conducted structural analysis and weld strength verification for Simonstone Engineering's oven lifting frames, ensuring compliance with EN13155 and enhancing operational safety.
Comprehensive structural verification of a buried stainless pipe
We conducted structural verification of a 316 stainless steel buried pipe, calculating earth and surface loads, hoop stress, and ring buckling to ensure design reliability under varying conditions.
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