Could someone please explain the main differences associated with plastic collapse and instability, in the context of bending failures of structures.
Thanks in advance,
Mike
Hi,
I am currently trying to work through some example questions and have become stuck on one word based answer. Firstly, I wasn't sure where to post this so if anyone knows of a more appropriate area please let me know and I'll move it.
I would just like to let you know the question and then...
For a currant project I am designing a model waterwheel to work in a flume. Basically I am narrowing the flume in order to increase the fluid velocity.
I know that the equation u1.a1=u2.a2 cannot be used as this is for a closed pipe but have heard there is an equation to calculate for open...
