STRENGTH And STIFFNESS: Design of Structural Foundations

  Рет қаралды 8,569

DMS | Marine Consultant

DMS | Marine Consultant

Күн бұрын

Пікірлер: 20
@nterry894100
@nterry894100 3 жыл бұрын
I spent an hour or two today looking for a video on this precise subject. This is why I need you Nicholas!
@leeaudio027
@leeaudio027 3 жыл бұрын
Awesome topic, great video
@af0ulwind115
@af0ulwind115 3 жыл бұрын
Makes me think my ideas for a VTOL ekranoplan/trimaran may be more difficult when it comes to wing design than previously thought... then again i do like to over engineer whenever i have questions...
@manuelffonseca
@manuelffonseca 2 жыл бұрын
Interesting idea
@alanneumannalvarado2842
@alanneumannalvarado2842 2 жыл бұрын
Your videos are excellent! thank you so much!!!
@fixedG
@fixedG 3 жыл бұрын
I would love to get your informed opinion on the Lazzarini Shape. Talk about an unconventional take on strength and stiffness.
@PraxZimmerman
@PraxZimmerman 3 жыл бұрын
You can teleport a spacing guild member back in time 20,000 years, but you can't take away his passion for transportation of goods and passengers.
@LvPatriot1
@LvPatriot1 Жыл бұрын
Many thanks, very interesting :)
@khimbittle7705
@khimbittle7705 3 жыл бұрын
new logo nice !
@buckstarchaser2376
@buckstarchaser2376 Жыл бұрын
14:45 Why did you weld your above-deck braces directly to the column? The tops of the plates point-loaded the column, which is why they are hotspots. Typically, a carefully shaped load-spreading doubler plate will be welded as an interface between this knife-like support brace, and the column; possibly with further braces tangentially to it.
@DatawaveMarineSolutions
@DatawaveMarineSolutions Жыл бұрын
The original design did feature the standard method of a thicker deck plate with no braces. That created too much of a point load at the deck interface. This particular column needed to resist an extremely large bending moment. The braces on top split that point loading between the brace and the deck plate, preventing excessive stress in either spot. We could have refined the braces further to provide a smoother transition on the structural stiffness, but it wasn't necessary. The current braces were easy enough to fabricate and achieved the required stress limits.
@kapTcaTb2675
@kapTcaTb2675 3 жыл бұрын
Thanks for the video! Keep going :)
@elvisomofezi5125
@elvisomofezi5125 Жыл бұрын
Hi Nick, Do you also perform hand calculations and use the simulation for validation? Or you just totally depend on your FEA simulation.
@DatawaveMarineSolutions
@DatawaveMarineSolutions Жыл бұрын
Primarily, we use the simulation. Most scenarios for FEA involve structure too complicated for hand calcs to be accurate. But we also validate the simulation software and methods by comparing it to several test cases.
@elvisomofezi5125
@elvisomofezi5125 Жыл бұрын
@@DatawaveMarineSolutions Thanks Nick, your videos have been very helpful especially the GHS tutorial series.
@shaider1982
@shaider1982 2 жыл бұрын
I think Austal needs to review its LCS's simulations as the ship reportedly has cracks in the superstructure.
@worshipjaiswal5807
@worshipjaiswal5807 3 жыл бұрын
You are 💎 sir
@deltacx1059
@deltacx1059 3 жыл бұрын
I video about tumblehome hulls would be nice.
@DatawaveMarineSolutions
@DatawaveMarineSolutions 3 жыл бұрын
I will add it to the list.
@ShaneGardec
@ShaneGardec 2 жыл бұрын
Great theoretical solution, practical however...
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