by Guest » December 7, 2020, 11:22 am
Marine architects were conservative in their designs so that resulted in ships being over-built structurally in the first half of the 20th century. But a vessel being overbuilt doesn't mean stronger. Witness the structural failures of the Western Reserve, Daniel J. Morrell and Carl D. Bradley. On the other hand, those vessels had a bit of "slippage" in them due to their riveted construction meaning that nearly all, except for those mentioned, could survive a wave length over 700 feet in length.
The late 1960s were transition years in terms of Great Lakes vessel designs. The advent of the 730 to 1,000 foot vessels meant a complete re-evaluation of Great Lakes strength standards due to most of those vessels regularly going to the Gulf of St. Lawrence to load iron ore and encountering wave lengths longer than they encounter on the lakes.
The Roger Blough and Stewart J. Cort were built with high-strength steel girder flanges below her deck, except for the Cort which also has high-strength steel girder flanges in her hull bottom.
Ships like the American Valor that were built/lengthened to over 700 feet can suffer issues with "hull springing" which is a phenomena that is caused by a vessel's speed, wave frequency and encounter frequency of the hull, though it can be negated by a change in a vessel's heading.
The John J. Boland was the first laker to be built with high-strength steel throughout her hull. While this means a reduction in the size of the scantlings it still means that a marine architect has to allow for a certain amount of "wastage" due to corrosion over the life of a vessel. In the Boland's case, high strength steel allowed an overall weight savings of 14% over a vessel built entirely of mild steel.
Marine architects were conservative in their designs so that resulted in ships being over-built structurally in the first half of the 20th century. But a vessel being overbuilt doesn't mean stronger. Witness the structural failures of the Western Reserve, Daniel J. Morrell and Carl D. Bradley. On the other hand, those vessels had a bit of "slippage" in them due to their riveted construction meaning that nearly all, except for those mentioned, could survive a wave length over 700 feet in length.
The late 1960s were transition years in terms of Great Lakes vessel designs. The advent of the 730 to 1,000 foot vessels meant a complete re-evaluation of Great Lakes strength standards due to most of those vessels regularly going to the Gulf of St. Lawrence to load iron ore and encountering wave lengths longer than they encounter on the lakes.
The Roger Blough and Stewart J. Cort were built with high-strength steel girder flanges below her deck, except for the Cort which also has high-strength steel girder flanges in her hull bottom.
Ships like the American Valor that were built/lengthened to over 700 feet can suffer issues with "hull springing" which is a phenomena that is caused by a vessel's speed, wave frequency and encounter frequency of the hull, though it can be negated by a change in a vessel's heading.
The John J. Boland was the first laker to be built with high-strength steel throughout her hull. While this means a reduction in the size of the scantlings it still means that a marine architect has to allow for a certain amount of "wastage" due to corrosion over the life of a vessel. In the Boland's case, high strength steel allowed an overall weight savings of 14% over a vessel built entirely of mild steel.