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Dear Engineers Friends I request a help, I need to know how to convert a Pipe routing done on Solidworks to PDMS. I found modelling in solidworks quiet easy, and I have to give it to the client in PDMS. Kindly help me with your knowledge and comments. Thanks in advance. SC

Dear friends I am trying to find a mass moment of inertia of an wind turbine on its rotor. No of blades = 3 Weight of blade = 11.5T COG = 15m If i use mass x radius 2 i get 2587.5 x 3 = 7762.5 Tm2 i want to find an equivalent box section with provides me same mass moment of inertia in the...

Dear friends I am trying to find a mass moment of inertia of an wind turbine on its rotor. No of blades = 3 Weight of blade = 11.5T COG = 15m If i use mass x radius 2 i get 2587.5 x 3 = 7762.5 Tm2 i want to find an equivalent box section with provides me same mass moment of inertia in the...

Thanks Cockroach, Tick and all, for your kind response. Cockroach - Would it be possible if you could sent me the model that you have made up. It will be helpful for me to study the concepts.What were your support conditions. Tick - We tried almost the same concept,Trying to...

Hi there I am trying to model a ship in water in solid works. Is it possible to model water in solid works. Has any one got any tutorials.. What i am trying to model is to do a simulation on the model to try and find the change in buoyancy, due to a very high exentric loading. Have you got...

Thanks Limey and Eltron. What i am trying to model is to do a simulation on the model to try and find the change in buoyancy, due to a very high exentric loading. Have you got any Suggetions? As we have to model properties of water to see how it behaves... Thanks.

Hi there I am trying to model a ship in water in solid works. Is it possible to model water in solid works. Has any one got any tutorials.. Thanks a lot

Hi Friends i am trying to do a buckling analysis of a complex model and i thought o do a verification model for better understanting. I made a plate of Length=5000mm Width = 3000mm thickness of 10mm Load = 10N/mm2 and i gave a fixed support all around, But the values i get are not the same as...

Thanks Ussuri and dhengr, thats useful comments from your side. I have made some more refined mechanisum for upending. If you see my attached picture, you will have some more ideas.Kindly put your comments its really intersesting and support for me. I have now elastmeric pads that is shown as...

I think you have to model a vertical slab in.It will act as a deep beam like stuff, Only thing you will have to provide horizontal intermediate reinforcement,I dont know it helped or not... Regards

Thanks Ussuri This is an Offshore Lifting on a vessel.The Vessel i shaving only once crane and its capable of lifting such a long pile vertically. As you tolf if we need to lift the pile horizontaly we needed two cranes, so that option is gone.This long pile is a one time installation so we are...

Hi Friends I need to know your openion on the concept we are devoloping for upending a monopile . I have attached a schematic dig of the upending procees. We are planning to use a bearing pad of elastomers or sand bags for bearing of the pile. The length of pile = 75m Dead Load = 350T Dia =...

Thank you very much for your kind reply.

Hi I need some good advice on sea fastnings. Can any one recoment me some books. I use GL/DNV/Norsok criterias. I need some stantard calcullations which can be guidelines for me. Kindly help. Thanks and regards SC

Hi all Can any one plz help me , I need to plot Stress with strain from an explicit analysis i have done with abaqus. I have given the set node and all i can plot is stress with time or strain with time. Is there any means to plot stress with strain. I am sorry i am just one month only to...

Can any one plz help I have to model a caisson foundation in Ansys and find its capacity of resistance . do any one have any material related to that .i have problems in 1.Modelling soil in ansys ( i understand i have to use springs , but how ) 2.Which type of element is best for soil ( spring...

I am trying to analyses a caisson foundation and its interaction with soil. I have to model soil inside ansys. Can any one plz put some light into , how to model soil inside ansys . I have no idea. plz help.

Can anyone plz help me !! I am trying to model a caisson foundation 3D inside ansys , i have to model the soil and see the soil interaction with the foundation. I have no idea how to model soil in Ansys . Plz can u help me out.