When renewing a portion of damaged hull plating with a new insert plate, which of the listed guidelines should be followed?
• Stress concentration at corners of insert plates • Alignment of new welds with existing weld seams and framing • Shipyard and class society practices for renewing damaged shell plating
• How does the shape of the corners (rounded vs. square) affect the likelihood of cracks starting or spreading from the insert plate? • Why might it be important for new welds to line up (or not line up) with existing welds and frame locations in a hull structure? • Is plate thickness usually specified as a fixed minimum like 9/16 in all cases, or does it normally match the original scantlings (original plate thickness)?
• Check which option reduces stress concentration and crack initiation at corners. • Check which option is consistent with typical class rules and good shipyard practice for shell plate inserts. • Verify whether hull repair rules usually require a minimum standard thickness for all inserts, or matching the original plate thickness and structure layout.
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